WorldWideScience

Sample records for surfacing bridge construction

  1. Construction Technology of Long Span Bridges

    DEFF Research Database (Denmark)

    Gimsing, Niels Jørgen

    2000-01-01

    A large variety of construction methods are used during construction of major bridges, and in many cases the final structural system must be chosen with due respect to the construction process. Today the preferred construction methods are: the free-cantilever method, the launching method and the ......A large variety of construction methods are used during construction of major bridges, and in many cases the final structural system must be chosen with due respect to the construction process. Today the preferred construction methods are: the free-cantilever method, the launching method...

  2. Bridge engineering handbook construction and maintenance

    CERN Document Server

    Chen, Wai-Fah

    2014-01-01

    Over 140 experts, 14 countries, and 89 chapters are represented in the second edition of the Bridge Engineering Handbook. This extensive collection highlights bridge engineering specimens from around the world, contains detailed information on bridge engineering, and thoroughly explains the concepts and practical applications surrounding the subject.Published in five books: Fundamentals, Superstructure Design, Substructure Design, Seismic Design, and Construction and Maintenance, this new edition provides numerous worked-out examples that give readers step-by-step design procedures, includes c

  3. Disturbance indicator benchmark for urban bridge construction

    NARCIS (Netherlands)

    Brouwer, J.; Vogel, R.; Thodesen, C.

    2013-01-01

    European bridges are today in a state of particular concern with over 50% of European urban bridges being more than 40 years old and thus requiring considerable maintenance or possibly even replacement [1]. This means that interventions in the present infrastructure have to be made while ensuring

  4. Finite element of multilayer surfacing systems on orthotropic steel bridges

    NARCIS (Netherlands)

    Li, J.; Liu, X.; Scarpas, A.; Tzimiris, G.

    2013-01-01

    Light weight orthotropic steel bridge decks have been widely utilized for bridges in seismic zones, movable bridges and long span bridges. In the last three decades, severe problems were reported in relation to asphaltic surfacing materials on orthotropic steel deck bridges. Earlier investigations h

  5. DRAFT MODEL FOR CREATING A FINANCIAL INDICATORS OF BRIDGE CONSTRUCTION

    Directory of Open Access Journals (Sweden)

    Iveta Strelcova

    2016-04-01

    Full Text Available The paper deals with a problem of developing, defining and applying budgetary indicators of engineering constructions, and particularly bridges. It is a draft of a Model for development of budgetary indicators of bridge construction in the pre-investment phase of a project. It could, according to classification and evaluation in terms of criteria and search for the most accurate valuation unit of complex structures such as bridge construction, serve investors and public administration authorities for rapid investment planning and professional control of completed buildings. Such a unique tool has never been developed in the Czech Republic so far. Bridges as buildings complement any landscape and in the outer parts of cities, they often establish a viewpoint. They belong among important parts of any highway or expressway. Without them, it would be impossible to establish grade-separated crossings with other roads - roads, railway lines or sections of rivers. They are also important in overcoming obstacles of natural and artificial character such as deep valleys, lakes, or steep mountainsides. The aim of the paper is to analyse a current state of the valuation of bridges and the subsequent establishment and validation of the Model for the development of budgetary indicators of the bridge construction.

  6. AN ACD DIAGRAM DEVELOPED FOR SIMULATING A BRIDGE CONSTRUCTION OPERATION

    Directory of Open Access Journals (Sweden)

    Fahimeh Zaeri

    2014-12-01

    Full Text Available Success in the performance of construction projects can be substantially enhanced if plans are formulated more realistically, ahead of time. Planning includes identifying project activities, required resources, interdependencies, and also recognizing the uncertainties in the duration of activities. Inherent features of construction projects, such as high repetition, complexity and uniqueness on the one hand, and advances in technology and methodologies on the other, create more difficulties in planning construction delivery. This is true for bridge operations. This study presents an innovative incremental beam launching method with twin truss gantry. This construction method has significant advantages in terms of cost and speed of performance, but increases the level of planning and management required for the bridge operation. Further, because of the newness of the method, no specific Work Breakdown Structure nor conceptual framework has been developed as yet. The aim of the current study is to explore the use of a simulation-based tool (EZStrobe to facilitate the planning and management of a bridge construction operation (case study. The process followed in the development of a conceptual framework for the case study project is described. An Activity Cycle Diagram is produced alongside the conceptual framework and process models, with the intent of illustrating the key steps in the simulation modelling method. The developed models could assist in scheduling and controlling inherent construction features such as uncertainties, complexities, and repetitions in bridge construction projects, consequently improving their delivery.

  7. Construction and control technology of the main bridge superstructure of Sutong Bridge

    Institute of Scientific and Technical Information of China (English)

    Zhang Hong; Luo Chenbin; Zhang Yongtao; You Xinpeng

    2009-01-01

    The Sutong Yangtze River Bridge (short as Sutong Bridge) is now the largest span cable-stayed bridge in the world. The construction of the superstructure of the middle bridge covered several stages including erection of the big block girders for the side span, assistant span and tower area, erection of standard girders and closure of the middle span. The big block girders were hoisted by a floating crane, and the standard girders were hoisted by a double crane system on the deck. The pushing assistant method was adopted for the middle span closure construction. Furthermore, key technologies and innovative methods used in the processes of girder erection and cable assemblage in all stages were expatiated systematically. An all-stage self- adaptive geometry control method was used in the construction process. By accurately controlling the unstressed dimensions and shape of all structural components in each step, and realization that the control system and the controlled system adapt to each other, the goal was to make control of the final line shape and inner force of the bridge structure achievable. Two solutions, including GPS based and total station based dynamic geometry monitoring systems, were used to resolve the measure problem under the wide-range of wind-induced vibrations in the long cantilever state. Finally, research on the wind-induced vibration of the superstructure during the construction period was executed. Buffeting response analysis to the longest single and double cantilever states were carried out. The analysis and evaluation of wind resistance safety of the main girders under the longest single cantilever state was made, and corresponding wind resistance measures were suggested. The as-built geometric error and cable force error were controlled in a required design range, and this whole technological achievement can be a benchmark for construction of other large span cable-stayed bridges in the future.

  8. Design and Construction of Operation Bridge for Research Reactor

    Energy Technology Data Exchange (ETDEWEB)

    Jung, Kwangsub; Choi, Jinbok; Lee, Jongmin; Oh, Jinho [Korea Atomic Energy Research Institute, Daejeon (Korea, Republic of)

    2015-05-15

    The operation bridge contains a lower working deck mounted on a saddle that travels on rails. Upright members are mounted on the saddle to support the upper structure and two hoist monorails. The saddle contains an anti-derail system that is composed of seismic lugs and guide rollers. The operation bridge travels along the rails to transport the fuel assembly, irradiated object, and reactor components in the pools by using tools. Hoists are installed at the top girder. The hoist is suspended from the monorail by means of a motor driven trolley that runs along the monorail. Movements of hoist and trolley are controlled by using the control pendant switch. Processes of design and construction of the operation bridge for the research reactor are introduced. The operation bridge is designed under consideration of functions of handling equipment in the pool and operational limits for safety. Structural analysis is carried out to evaluate the structural integrity in the seismic events. Tests and inspections are also performed during fabrication and installation to confirm the function and safety of the operation bridge.

  9. Analysis of using porous asphalt on the surfaces of bridges

    Directory of Open Access Journals (Sweden)

    Ryszard Chmielewski

    2016-09-01

    Full Text Available The article concerns the analysis of the use of modern technology while paving the road bridges. It shall assess the possibility of using porous asphalt paving of road bridges. Based on the results of laboratory tests of selected porous asphalt, such as: determination of free space in the mixture of mineral-asphalt, runoff of the binder, sensitivity to water and frost, the loss of grains in the mixture, the design of porous asphalt mixture has been completed.[b]Keywords[/b]: construction of bridges, road bridges pavements, porous asphalt, dehydration of the bridges

  10. Minimal surfaces for architectural constructions

    Directory of Open Access Journals (Sweden)

    Velimirović Ljubica S.

    2008-01-01

    Full Text Available Minimal surfaces are the surfaces of the smallest area spanned by a given boundary. The equivalent is the definition that it is the surface of vanishing mean curvature. Minimal surface theory is rapidly developed at recent time. Many new examples are constructed and old altered. Minimal area property makes this surface suitable for application in architecture. The main reasons for application are: weight and amount of material are reduced on minimum. Famous architects like Otto Frei created this new trend in architecture. In recent years it becomes possible to enlarge the family of minimal surfaces by constructing new surfaces.

  11. Thermal Bridges in Building Construction - Measurements and Calculations

    DEFF Research Database (Denmark)

    Rose, Jørgen

    in building envelope constructions is given. After this a validation of both programs and guidelines is presented. The validation is performed by comparing calculated U-values with Guarded Hot Box measurements. The last part of the thesis discusses the possibilities of utilising the results of detailed...... calculations in more operational and applicable projecting tools, e.g. thermal bridge catalogues or U-value tables....

  12. On the identification of liquid surface properties using liquid bridges.

    Science.gov (United States)

    Kostoglou, M; Karapantsios, T D

    2015-08-01

    The term liquid bridge refers to the specific silhouette of a liquid volume when it is placed between two solid surfaces. Liquid bridges have been studied extensively both theoretically and experimentally during the last century due to their significance in many technological applications. It is worth noticing that even today new technological applications based on liquid bridges continue to appear. A liquid bridge has a well-defined surface configuration dictated by a rigid theoretical foundation so the potential of its utilization as a tool to study surface properties of liquids is apparent. However, it is very scarce in literature that the use of liquid bridges is suggested as an alternative to the well-established drop techniques (pendant/sessile drop). The present work (i) presents the theoretical background for setting up a liquid-bridge based surface property estimation problem, (ii) describes the required experimental equipment and procedures and (iii) performs a thorough literature review on the subject. A case with particular interest is that of liquid bridges made of electrically conducting liquids forming between two conducting solids; such a liquid bridge presents an integral electrical conductance value which is sensitive to the specific silhouette of the bridge. This enables the use of this integral conductance as shape descriptor instead of the conventional image processing techniques. Several attempts in literature for the estimation of liquid surface tension, liquid-solid contact angle and surfactant induced surface elasticity for conducting or non/conducting liquids are presented and the prospects of the technique are discussed.

  13. Modeling liquid bridge between surfaces with contact angle hysteresis.

    Science.gov (United States)

    Chen, H; Amirfazli, A; Tang, T

    2013-03-12

    This paper presents the behaviors of a liquid bridge when being compressed and stretched in a quasi-static fashion between two solid surfaces that have contact angle hysteresis (CAH). A theoretical model is developed to obtain the profiles of the liquid bridge given a specific separation between the surfaces. Different from previous models, both contact lines in the upper and lower surfaces were allowed to move when the contact angles reach their advancing or receding values. When the contact angles are between their advancing and receding values, the contact lines are pinned while the contact angles adjust to accommodate the changes in separation. Effects of CAH on both asymmetric and symmetric liquid bridges were analyzed. The model was shown to be able to correctly predict the behavior of the liquid bridge during a quasi-static compression/stretching loading cycle in experiments. Because of CAH, the liquid bridge can have two different profiles at the same separation during one loading and unloading cycle, and more profiles can be obtained during multiple cycles. The maximum adhesion force generated by the liquid bridge is found to be influenced by the CAH of surfaces. CAH also leads to energy cost during a loading cycle of the liquid bridge. In addition, the minimum separation between the two solid surfaces is shown to affect how the contact radii and angles change on the two surfaces as the liquid bridge is stretched.

  14. Site Characterization during Bridge Foundation Construction Using Electrical Resistivity Tomography

    Directory of Open Access Journals (Sweden)

    Aleksandra V. Varnavina

    2016-07-01

    Full Text Available A shallow underground water-filled cavity was encountered in limestone bedrock during the construction of a new column footing for the Gasconade River Bridge over Interstate 44. Five electrical resistivity tomography (ERT profiles and borehole control were acquired in immediate proximity to the existing and the new column footings in order to assess the integrity of the rock beneath the foundation columns and characterize the encountered cavity. Two parallel southwest- northeast trending fracture zones were identified on the acquired ERT profiles and competent rock was differentiated from more extensively fractured rock. The volumetric extent of the void was mapped based on the interpretation of the ERT, borehole and injected grout data. A conceptual model for the development of the water-filled cavity was proposed.

  15. 77 FR 1870 - Safety Zone; Matlacha Bridge Construction, Matlacha Pass, Matlacha, FL

    Science.gov (United States)

    2012-01-12

    ... SECURITY Coast Guard 33 CFR Part 165 RIN 1625-AA00 Safety Zone; Matlacha Bridge Construction, Matlacha Pass... establishing a temporary safety zone on the waters of Matlacha Pass in the vicinity of the Matlacha Bridge in... system at the Matlacha Bridge, thereby closing the Matlacha Pass channel to marine traffic....

  16. Symmetric and asymmetric capillary bridges between a rough surface and a parallel surface.

    Science.gov (United States)

    Wang, Yongxin; Michielsen, Stephen; Lee, Hoon Joo

    2013-09-03

    Although the formation of a capillary bridge between two parallel surfaces has been extensively studied, the majority of research has described only symmetric capillary bridges between two smooth surfaces. In this work, an instrument was built to form a capillary bridge by squeezing a liquid drop on one surface with another surface. An analytical solution that describes the shape of symmetric capillary bridges joining two smooth surfaces has been extended to bridges that are asymmetric about the midplane and to rough surfaces. The solution, given by elliptical integrals of the first and second kind, is consistent with a constant Laplace pressure over the entire surface and has been verified for water, Kaydol, and dodecane drops forming symmetric and asymmetric bridges between parallel smooth surfaces. This solution has been applied to asymmetric capillary bridges between a smooth surface and a rough fabric surface as well as symmetric bridges between two rough surfaces. These solutions have been experimentally verified, and good agreement has been found between predicted and experimental profiles for small drops where the effect of gravity is negligible. Finally, a protocol for determining the profile from the volume and height of the capillary bridge has been developed and experimentally verified.

  17. 77 FR 20719 - Safety Zone; Matlacha Bridge Construction, Matlacha Pass, Matlacha, FL

    Science.gov (United States)

    2012-04-06

    ... SECURITY Coast Guard 33 CFR Part 165 RIN 1625-AA00 Safety Zone; Matlacha Bridge Construction, Matlacha Pass... establishing a temporary safety zone on the waters of Matlacha Pass in the vicinity of the Matlacha Bridge in... Matlacha Pass channel to marine traffic. The construction poses a danger to mariners located in...

  18. 78 FR 7670 - Safety Zone; Indian Street Bridge Construction, St. Lucie Canal, Palm City, FL

    Science.gov (United States)

    2013-02-04

    ... SECURITY Coast Guard 33 CFR Part 165 RIN 1625-AA00 Safety Zone; Indian Street Bridge Construction, St... the safety of life and vessels on a narrow waterway during bridge construction for the Indian Street... email Lieutenant Junior Grade Mike H. Wu, Sector Miami Prevention Department, Coast Guard;...

  19. Damage detection based on mode shapes of a girder bridge constructed from responses of a moving vehicle under impact excitation

    Science.gov (United States)

    Qi, Zhongqiang; Au, Francis T. K.

    2016-04-01

    The vibration mode shapes are often used to identify damage of bridges because the mode shapes are not only important modal properties but also sensitive to damage. However, the key issue is how to conveniently obtain the mode shapes of a bridge in service. Traditional methods invariably require installation of instruments on the bridge for collection of dynamic responses for constructing mode shapes, which are both costly and inconvenient. Therefore a method is developed to construct the mode shapes of simply supported bridges based on Hilbert Transform using only vehicle acceleration response for identification of the location of damage. Firstly, an algorithm is devised to construct the mode shapes by using the dynamic responses extracted from a moving vehicle under impact excitation. Then, based on these intermediate results, the coordinate modal assurance criterion in conjunction with suitable wavelets is used to identify the location of damage. Compared with the traditional methods, the proposed method uses only the information from the moving vehicle. Moreover, additional impact excitation on the vehicle helps to excite the bridge. This helps to improve the accuracy by overcoming the adverse effects of measurement noise and road surface roughness, which leads to high accuracy of damage detection. To verify the feasibility of the proposed method, some numerical studies have been carried out to investigate the effects of measurement noise, road surface roughness and multiple locations of damage on the accuracy of results.

  20. Towards Sustainable Construction: Life Cycle Assessment of Railway Bridges

    DEFF Research Database (Denmark)

    Du, Guangli

    . The life cycle assessment (LCA) method has been verified as a systematic tool, which enables the fully assessment and complete comparison for the environmental impact among different bridge options through a life cycle manner. The study presented in this thesis is focused on railway bridges, as the LCA...... an overview introduction that serves as a supplementary description for this research work. It outlines the background theory, current development status, the LCA implementation into the railway bridges, as well as the developed excel-based LCA tool. Part two, includes three appended papers which provides...... of a bridge to fulfill the environmental requirements. Therefore, the development of LCA for railway bridges still needs further collaborative efforts from government, industry and research institutes....

  1. Risk Identification for the Construction Phases of the Large Bridge Based on WBS-RBS

    Directory of Open Access Journals (Sweden)

    Qing-Fu Li

    2013-07-01

    Full Text Available For the construction environment of large bridges is complex and there are too much uncertain factors during the course of the construction, it is difficult for the general method of risk identification to identify the risks wholly and systematically. This study presents a new method of risk identification with modular analysis based on WBS-RBS (Work Breakdown Structure-Risk Breakdown Structure. For the purpose of the better application of this new method in the risk identification of large bridges, a BCICS (Bridge Construction Information Classification System suitable for construction phase of large bridges was established based on the information classification system of ISO (International Standardization Organization. In order to provide a uniform communication language for the risk analysis personnel, the WBS of the construction of large bridges was established, which was beneficial to the judgment of the matrix elements of the RBM (Risk Breakdown Structure applying the method of NGT (Nominal Group Technique. The coding system based on BCICS and RBS presented in this study is convenient for the modularized computer storage of the risk information of large bridges in construction phase and has great contribution to establishing the risk database of large bridges in construction phase

  2. Comparison of several innovative bridge cable surface modifications

    DEFF Research Database (Denmark)

    Kleissl, Kenneth; Georgakis, Christos T.

    Over the last two decades, several bridge cable manufacturers have introduced surface modifications on the high-density polyethylene (HDPE) sheathing that is installed for the protection of inner cable strands or wires. The modifications are based on research undertaken predominantly in Europe an...

  3. Using BIM to Improve the Design and Construction of Bridge Projects: A Case Study of a Long-span Steel-box Arch Bridge Project

    OpenAIRE

    Wenping Liu; Hongling Guo; Heng Li; Yan Li

    2014-01-01

    More and more mega-complex bridge projects are being or will be built worldwide. At the same time, the design and construction of such projects involve more and more challenges, e.g., complex structural designs, complicated construction environments, etc. This research study aims to apply BIM (Building Information Modelling) to bridge projects to improve the efficiency and effectiveness of design and construction. Through the analysis of the characteristics of bridge projects and relevant, as...

  4. 78 FR 71546 - Safety Zone; Belt Parkway Bridge Construction, Gerritsen Inlet, Brooklyn, NY

    Science.gov (United States)

    2013-11-29

    ... SECURITY Coast Guard 33 CFR Part 165 RIN 1625-AA00 Safety Zone; Belt Parkway Bridge Construction, Gerritsen Inlet, Brooklyn, NY AGENCY: Coast Guard, DHS. ACTION: Notice of proposed rulemaking. SUMMARY: The Coast... Belt Parkway Bridge. This proposed rule would allow the Coast Guard to prohibit all vessel traffic...

  5. Application of Gliding Scaffold System In Cable-Stayed Bridge Construction

    Institute of Scientific and Technical Information of China (English)

    YU Bao-chu; ZHANG Zhe; Chang Fu-ping

    2005-01-01

    Gonghe bridge is a double level cable-stayed concrete bridge with a single-cable-plane of single cable tower. Its span is 114+120 m and a whole length of 236 m. The gliding scaffold equipment is used for the first time in the long span cable-stayed bridge construction to reduce the construction time limit. In the process of construction, to make sure a safe connection among concrete objects with different ages, the single-supporting and single-suspension system is adopted before the concrete pouring. While the double-supporting and single-suspension system is applied after concrete pouring. These construction systems with gliding scaffold equipment are first introduced in long span cable-stayed bridge and presented in detail[1]. The practice shows that these gliding scaffold systems have many advantages over the traditional ones.

  6. [Neuroscience and education: towards the construction of interactive bridges].

    Science.gov (United States)

    Benarós, Sol; Lipina, Sebastián J; Segretin, M Soledad; Hermida, M Julia; Jorge, Jorge A

    The debates on the potential interdisciplinary association between neuroscience and education began approximately three decades ago. In order for the integration of neuroscientific and educational knowledge to impact on learning and teaching it would imply the consideration of the emergence of several cognitive and emotional processes during development, and the possibility to influence them through specific interventions. AIM. To examine epistemological and methodological implications and bridging requirements in the interaction between neuroscience, cognitive psychology and education. A dynamic interdisciplinary bridging consists in the identification and reduction of different epistemological, methodological, technological and practical gaps between those disciplines. Furthermore, the consideration of complex phenomena, such as human development and learning processes in terms of multiple levels of analysis, may contribute to the enrichment of a critical dialogue, but also to generate genuine integrated interventions. Historical and current conceptual perspectives attempting to bridge neuroscience and education are described. At present, interdisciplinary efforts between neuroscience and education are at a preliminary stage. In this context, bridging requires conceptual and methodological approaches that consider the complexity of developmental and learning phenomena and the participation of actors from different fields, instead of unique bridges. This paper intends to consider several basic principles aimed at developing a dynamic integration that assesses the complexity of development, learning and teaching processes.

  7. A methodology for the analysis of historical bridges, applied to the Jaraicejo Bridge. History and evolution of construction phases

    Directory of Open Access Journals (Sweden)

    V. Méndez-Hernán

    2017-04-01

    Full Text Available This paper proposes a method for the analyses of historical bridges. This method is developed on the study of the Jaraicejo Bridge, located on the Almonte River in the province of Cáceres, Spain. The most important studies of the bridge to this date have been supported mainly by the historical documents; in this text, however, a full analysis of the structure is performed, developing a new approach that brings together fieldwork, archival work and office work, with the analysis stemming from contrasting data for interpretation, and leading to new conclusions on the construction phases, especially the final stage. The research method could fall within the methods known as archaeology of architecture.

  8. Using BIM to Improve the Design and Construction of Bridge Projects: A Case Study of a Long-span Steel-box Arch Bridge Project

    Directory of Open Access Journals (Sweden)

    Wenping Liu

    2014-08-01

    Full Text Available More and more mega-complex bridge projects are being or will be built worldwide. At the same time, the design and construction of such projects involve more and more challenges, e.g., complex structural designs, complicated construction environments, etc. This research study aims to apply BIM (Building Information Modelling to bridge projects to improve the efficiency and effectiveness of design and construction. Through the analysis of the characteristics of bridge projects and relevant, associated problems, a BIM-based solution to improving design and construction is developed, including conceptual design optimization, detailed design optimization, the optimization of construction sequences, construction scheduling, construction management, and construction process monitoring. Furthermore, a real-life bridge project is presented to demonstrate the feasibility and validity of the BIM-aided approach to design and construction. It is shown that BIM has the potential to improve the design and construction of bridge projects. It is expected that this research could contribute to the extensive application of BIM in mega-complex bridge projects to aid in design and construction in the future.

  9. Geometry control of long-span continuous girder concrete bridge during construction through finite element model updating

    Science.gov (United States)

    Wu, Jie; Yan, Quan-sheng; Li, Jian; Hu, Min-yi

    2016-04-01

    In bridge construction, geometry control is critical to ensure that the final constructed bridge has the consistent shape as design. A common method is by predicting the deflections of the bridge during each construction phase through the associated finite element models. Therefore, the cambers of the bridge during different construction phases can be determined beforehand. These finite element models are mostly based on the design drawings and nominal material properties. However, the accuracy of these bridge models can be large due to significant uncertainties of the actual properties of the materials used in construction. Therefore, the predicted cambers may not be accurate to ensure agreement of bridge geometry with design, especially for long-span bridges. In this paper, an improved geometry control method is described, which incorporates finite element (FE) model updating during the construction process based on measured bridge deflections. A method based on the Kriging model and Latin hypercube sampling is proposed to perform the FE model updating due to its simplicity and efficiency. The proposed method has been applied to a long-span continuous girder concrete bridge during its construction. Results show that the method is effective in reducing construction error and ensuring the accuracy of the geometry of the final constructed bridge.

  10. Newly developed high performance structural steels for long span bridge construction; Chotaikyo ni shiyosareru shinkozai

    Energy Technology Data Exchange (ETDEWEB)

    Tomita, Y. [Nippon Steel Corp., Tokyo (Japan)

    1998-11-15

    This paper reports new steels for long span bridge construction with the thick steel plate as a main part. On the basis of the high-tension steel utilizing technology examined around 1965, a reheated, quenched-and-tempered martensitic steel plate (HT690) was used for the Onaruto Bridge and Seto Ohashi Bridge in a Honsyu-Shikoku linking project. Moreover, a larger number of quenched martensitic high-tension steel plates (HT670 and HT780) were used for the Yojima Bridge together with existing SM400, SM490, SM520, and SM570 steel plates. The lately built Akashi Kaikyo Ohashi Bridge that is 1990 m between struts is longest in the world. The newly developed steel plate (HT780) for a bridge girder of which weldability was improved for lightening was used actually. To reduce the welding cost or improve the welding environment, this steel plate decreased the preheating temperature for weld cracking prevention in a heat-affected zone from about 100degC to 50degC or less. A new wire (of 1800Mpa in tensile strength) was also used for a cable. In future, the bridge girder will be economically and rationally manufactured by the development of design and construction methods that fully draw the characteristics of the new steel. 33 refs., 9 figs., 2 tabs.

  11. 78 FR 59231 - Regulated Navigation Area-Tappan Zee Bridge Construction Project, Hudson River; South Nyack and...

    Science.gov (United States)

    2013-09-26

    ... SECURITY Coast Guard 33 CFR Part 165 RIN 1625-AA11 Regulated Navigation Area--Tappan Zee Bridge... area (RNA) on the navigable waters of the Hudson River surrounding the Tappan Zee Bridge. This... situation created by the construction of the Tappan Zee Bridge. The Coast Guard has discussed this...

  12. Caisson disease during the construction of the Eads and Brooklyn Bridges: A review.

    Science.gov (United States)

    Butler, W P

    2004-01-01

    The Eads Bridge (St. Louis) and the Brooklyn Bridge (New York City) were testing grounds for caisson construction. These caissons were enormous compressed air boxes used to build riverine piers and abutments anchoring the bridges. Caisson meant faster and cheaper construction, but there was a hidden cost---caisson disease (decompression sickness). Within caissons, workers labored at pressures as high as 55 psig and caisson disease was common. This discourse is a brief history of the caisson, a brief discussion of the illness as viewed in the mid 1800's, and an abbreviated history of the Eads and Brooklyn Bridges. It also provides a detailed description and evaluation of the observations, countermeasures, and recommendations of Dr. Alphonse Jaminet, the Eads Bridge physician, and Dr. Andrew Smith, the Brooklyn Bridge physician, who published reports of their experience in 1871 and 1873, respectively. These and other primary sources permit a detailed examination of early caisson disease and Jaminet's and Smith's thinking also serve as good examples from which to study and learn.

  13. Construction of stiffening girder for Akashi straits bridge. Installation with use of latest bridging technology; Akashi kaikyo ohashi hoko keta kasetsu koji. Saishin kakyo gijutsu wo kushishite kasetsu

    Energy Technology Data Exchange (ETDEWEB)

    Oe, S. [Honshu-Shikoku Bridge Authority, Tokyo (Japan)

    1996-05-25

    The Akashi straits bridge is the Kobe-Naruto route of the bridge connecting Honshu and Shikoku; the bridge links Kobe in Hyogo prefecture with Awaji Island and, when completed, it will be a 3-span 2-hinge suspension bridge with the longest center effective span in the world. This report centers on the outline of the construction of stiffening girders for the Akashi straits bridge and especially on the characteristics of the engineering method newly employed. As the method of installing the stiffening girders, an overhang installation of face bars was employed which was a time-tested method. As the installing direction of the side spans, it was decided to install them from the anchorage to the tower. At the beginning, six large block installations were performed. A special balance was developed for the installation of short hanger parts for the purpose of enhancing safety and reduction in the process. A rubber-tired transporting truck was adopted for transporting members of framework on the bridge. GPS survey was used as a method for surveying the configuration. The subject engineering method was based on the construction of suspension bridge stiffening trusses in the past Honshu-Shikoku connecting bridge and reinforced with the improvements as above. Since the bridge is in the middle of construction, a subsequent report will hopefully be made on the actual results of the installation and the spanning after the closure. 8 figs., 2 tabs.

  14. Galloping comparative analysis for transient main cables of suspension bridge during construction

    Science.gov (United States)

    Li, Shengli; Peng, Gang; Zhang, Haiting; Chen, Huai

    2011-04-01

    The cross-sectional shapes of two construction projects for the transient main cables are non-circular cross-sections during construction of the long-span suspension bridge, so the transient main cables can experience galloping instabilities. The galloping coefficients of the several representative cases of two construction projects for the transient main cables without wind-resistant measures for the long-span suspension bridge were investigated for the first time by means of the CFD method, referring to an erecting suspension bridge. Results show that for the project 1, at the early stages of the main cables construction, the galloping instabilities can occur, but at the later stages of that, the galloping instabilities cannot occur. For the project 2, there exists a lot of wind attack angles whose galloping coefficients are less than 0 at the whole construction stages. From the perspective for galloping instability the project 1 is better 2.Through the analysis and comparison the galloping performance of two kinds of construction projects for the transient main cables, the advantage and disadvantage for two construction projects is explained theoretically from the perspective for whether can result in the galloping instability.

  15. Design and Construction of a 50m Single Span Ultra High Performance Ductile Concrete Composite Road Bridge

    Directory of Open Access Journals (Sweden)

    Voo - Yen Lei

    2012-04-01

    Full Text Available A single span 50m long prestressed road bridge was constructed under Public Works Department in the State of Negeri Sembilan, Malaysia contract recently. The bridge was constructed at a small village, Kampung Linsum, crossing a river, Sungai Linggi. To date, this bridge is the Malaysia first and may also be the world longest composite road bridge which made from ultra-high performance ductile concrete (UHPdC. This paper presents the feature of the UHPdC precast girder; brief in-sight of the manufacturing of the girder; the construction sequence of the bridge; the design method and lastly the environmental impact calculation. The midspan deflections of the bridge at different construction history were compared against the collected field data and it showed that the calculated values generally agree well with the field data.

  16. Research on construction technology for orthotropic steel deck pavement of Haihe River Chunyi Bridge

    Science.gov (United States)

    Xue, Y. C.; Qian, Z. D.; Zhang, M.

    2017-01-01

    In order to ensure the good service quality of orthotropic steel deck pavement of Haihe River Chunyi Bridge in Tianjin, and to reduce the occurrence of pavement diseases like lateral and longitudinal cracks, the key working procedures such as steel deck cleaning, anticorrosive coating, bonding layer spraying, seam cutting, epoxy asphalt concrete’s mixing, transportation, paving and compaction were studied. The study was based on the main features of epoxy asphalt concrete which is the pavement materials of Haihe River Chunyi Bridge, and combined with the basic characteristics and construction conditions of Haihe River Chunyi Bridge. Furthermore, some processing measures like controlling time and temperature, continuous paving with two pavers, lateral feeding, and improving the compaction method were proposed. The project example shows that the processing measures can effectively solve the technical difficulties in the construction of orthotropic steel deck pavement of Haihe River Chunyi Bridge, can greatly improve the construction speed and quality, and can provide reference for the same kinds of orthotropic steel deck pavement construction.

  17. Stability and motion of liquid bridges between non-parallel surfaces

    Science.gov (United States)

    Ataei, Mohammadmehdi; Chen, Huanchen; Tang, Tian; Amirfazli, Alidad

    2015-11-01

    Squeezing and stretching liquid bridges formed by approaching upper surface to a sessile drop deposited on a lower surface, is frequently observed in nature and industry, e.g. printing. However, most literature focuses on liquid bridges between two parallel surfaces. In practice, bridges can also be formed between surfaces with an angle αbetween them. Here, the effect of α on the stability and motion of the bridge was studied experimentally. Different pairs of surfaces from hydrophilic to hydrophobic, along with different contact angle hysteresis (CAH) values, were used to study the effect of surface contact angle (SCA) and CAH on the bridge stability and motion. Unlike bridges between parallel surfaces, a stable bridge may not be formed when α is larger than a threshold value αc. Instead, when bridge forms, it can undergo unstable movement towards the ends of surfaces. Shown in this study, αc is governed by both SCA and CAH (typically missed in literature). Also, during the squeezing and stretching cycles, because of α , bulk motion of the liquid bridge along the surfaces can be observed. The direction and magnitude of the bulk motion is found to be related to SCA, CAH and α. NSERC, XEROX Inc.

  18. Technical research on control of caisson construction for the middle tower foundation of Taizhou Bridge

    Institute of Scientific and Technical Information of China (English)

    Liu Jianbo; Yang Yanhua; Zhang Yongtao; Du Song

    2011-01-01

    The real-time informational monitoring system is adopted in the construction of middle tower foundation of Taizhou Bridge for the first time. The geometric state of the caisson, the stress of upstream and downstream anchorage cables, underwater topography, the drag forces of the caisson cutting edge and frictional resistances of the sidewall and etc. are monitored in real time. According to the synthesized data analysis and decision-making system, the spatial states of the caisson are adjusted in time to locate and embed the deep water caisson precisely. The offset error of the caisson is less than 30 cm and the vertical error is 1/363 at the final stage. The control technology for construction of large caisson under deep water is concluded and would be helpful for the construction of bridge foundation in the future.

  19. Construction technology on pile foundation of No. 6 main pier in Dashengguan Yangtze Bridge

    Institute of Scientific and Technical Information of China (English)

    Hongbin YU; Zeping LIAN

    2009-01-01

    Based on pile foundation construction of No. 6 main pier, deep mudstone geological foundation and deep-water construction in Nanjing-Dashengguan Yangtze Bridge, the method of super-large-diameter bored pile in deep water is studied. The spread drill, application of PHP mud, and choice of machine are solved by adopting two machines of KTY4000 and KPG300A. Besides, the airlift reversing circulation is selected in slag discharge. The results show that this method can ensure successfully the construction of pier foundation to satisfy the demands of codes.

  20. Perpendicular construction of bridge girder for long span suspension bridge under a rapid stream; Kyuchoryuka ni okeru chodai tsuribashi no hokoketa chokka tsuri koho no kenkyu

    Energy Technology Data Exchange (ETDEWEB)

    Hirayama, J.; Sakamoto, M.; Nakao, T.; Koga, N. [Honshu-Shikoku Bridge Authority, Tokyo (Japan)

    1996-06-20

    Perpendicular construction of bridge girder for a long span suspension bridge, which is to be constructed over the Kurushima Channel, an international route, has been investigated. For the construction of suspension bridge over channels, the overhang construction is generally employed. Bridge girder perpendicular construction, in which unit girder block is lifted from a carrier barge and directly constructed by means of lifting beams located at main cable, is a superb method in terms of cost, time, and safety. It is necessary to stay the carrier barge during the anchoring of girder block and lifting beams. Mooring of the carrier barge is required under a rapid stream, which results in the trouble of under way ships. A propulsion positioning system has been developed for the bridge girder carrier barge, by which the position/propulsion of four thrusters equipped at each corner of the barge can be automatically controlled. Thus, the perpendicular construction of bridge girder has been developed, in which mooring is not required even under the rapid stream. The position of barge can be maintained within a range of {plus_minus}2.5 m even under a rapid stream with a speed of 3 kn. The quick joint can be certainly connected for about one minute in the horizontal movement within {plus_minus}2.5 m and vertical movement within 0.5 m. For this perpendicular construction, the construction time can be shortened to around 16 to 17 minutes, which has been usually taken for three hours. 2 refs., 17 figs., 4 tabs.

  1. Nonlinear Stability Analysis of a Composite Girder Cable-Stayed Bridge with Three Pylons during Construction

    Directory of Open Access Journals (Sweden)

    Xiaoguang Deng

    2015-01-01

    Full Text Available Based on the nonlinear stability analysis method, the 3D nonlinear finite element model of a composite girder cable-stayed bridge with three pylons is established to research the effect of factors including geometric nonlinearity, material nonlinearity, static wind load, and unbalanced construction load on the structural stability during construction. Besides, the structural nonlinear stability in different construction schemes and the determination of temporary pier position are also studied. The nonlinear stability safety factors are calculated to demonstrate the rationality and safety of construction schemes. The results show that the nonlinear stability safety factors of this bridge during construction meet the design requirement and the minimum value occurs in the maximum double cantilever stage. Besides, the nonlinear stability of the structure in the side of edge-pylon meets the design requirement in the two construction schemes. Furthermore, the temporary pier can improve the structure stability, effectively, and the actual position is reasonable. In addition, the local buckling of steel girder occurs earlier than overall instability under load in some cable tension stages. Finally, static wind load and the unbalanced construction load should be considered in the stability analysis for the adverse impact.

  2. Iterative surface construction for blind deflectometry

    Science.gov (United States)

    Zhao, Wenchuan; Graves, Logan R.; Huang, Run; Song, Weihong; Kim, DaeWook

    2016-09-01

    Freeform optics provide excellent performance for a wide variety of applications. However, obtaining an accurate freeform surface measurement is highly challenging due to its large aspheric/freeform departure. It has been proven that SCOTS (Software Configurable Optical Test System), an advanced deflectometry system developed at the University of Arizona, can measure the departure of a freeform surface from the desired shape with nanometer accuracy. Here, a new data processing technique was used to measure a freeform surface without any prior knowledge of the shape of the surface. Knowing only the geometry of one point on the test surface, this method can take a blind measurement of a freeform surface and arrive at the true surface through iterative construction.

  3. A NEW APPROACH OF DIGITAL BRIDGE SURFACE MODEL GENERATION

    OpenAIRE

    Ju, H.

    2012-01-01

    Bridge areas present difficulties for orthophotos generation and to avoid “collapsed” bridges in the orthoimage, operator assistance is required to create the precise DBM (Digital Bridge Model), which is, subsequently, used for the orthoimage generation. In this paper, a new approach of DBM generation, based on fusing LiDAR (Light Detection And Ranging) data and aerial imagery, is proposed. The no precise exterior orientation of the aerial image is required for the DBM generation. First, a co...

  4. New steel-materials for bridge-construction; Kyoryo yoto no shinkozai oyobi shinkenzai

    Energy Technology Data Exchange (ETDEWEB)

    Sakata, Y.; Fujii, Y.; Suzuki, A.; Takagi, M.; Nishiumi, K.; Kusunoki, T.; Tsuzuki, T.; Usami, A. [Nippon Steel Corp., Tokyo (Japan)

    1998-07-31

    Nippon Steel Corporation is exerting endeavors for the development of various technologies which concern materials, designing, and execution in the field of bridges. Outlined in this report are the merits and effects of some fruits of such endeavors, which involve a new weather-resistant steel to reduce the maintenance cost, longitudinally profiled steel plates to reduce the manufacturing cost, rectangular steel tubes using a high-tenacity steel, long-span-conscious grating slabs and steel elements to save labor in bridge construction, etc. For instance, the newly developed weather-resistant steel is a product intended for use for Japan`s big cities and trunk lines near the seashore, and is so designed as to contain 5% Ni to withstand seashore climate after studies and tests. This steel will contribute to the reduction in the cost for maintaining bridges in seashore belts where the conventional weather-resistant steel does not work effectively or in snowy regions where the use of snow-melting agents is inevitable. In another example, the steel is used for the construction of Nippon Steel Corporation`s Minami-Ohashi Bridge situated in the sea-facing zone of Nagoya Works of the corporation, where tests are still under way. 18 refs., 23 figs., 4 tabs.

  5. CONSTRUCTION OF A CAUSEWAY BRIDGE ACROSS THE LAKE URMIA AND ITS INFLUENCE ON DRYING TREND OF THE LAKE

    Directory of Open Access Journals (Sweden)

    M. Ghadimi

    2015-12-01

    Full Text Available Construction of a causeway bridge on the Lake Urmia accelerated the drying trend of the largest hyper-saline lake of the world. The objective of the research is to investigate the differences of precipitation and river discharge before and after initiation of the construction of the bridge in 2000. The study area was the watershed of the lake. The averages of the precipitation data in the two periods before and after the project have been interpolated by IDW based on GIS Geostatistical Analyst. The two interpolated precipitation layers were used to be plugged into Student T-test equation in GIS in a spatial basis. To do this, the study area was divided to 25 regions based on drainage sub-basins. Less than 30 sample areas were randomly selected as cases from each of the regions to put into the equation. The discharge data were also compared for the two periods. The results indicated that except in some limited areas, the precipitation differences in the two periods are significant. This means that there were little changes in precipitation and river discharge in the area and consequently the drying may be caused mainly by hydrodynamic changes in the lake due to construction of the causeway. However, it can be argued that the changes in the lake’s surface area are accompanied by changes in precipitation and river discharge. The t test statistic can be applied samples based on spatial analysis.

  6. Construction techniques of super-length main cable of Taizhou Bridge

    Institute of Scientific and Technical Information of China (English)

    Shen Liangcheng; Liang Jinda

    2011-01-01

    Taizhou Bridge is a highway three-pylon two-span bridge with span arrangement of 1 080 m + 1 080 m and the length of the main cable is more than 3 100 m. It is the longest cable in China. As the erection of the main cable needs to cross over three towers and the cables undulate acutely, general problems like the twist, spread and swell of strands and shedding of the zinc coating are prone to arise, which make it difficult to guarantee the quantity of cable traction construction. In this paper, the hauling, shaping and saddling of strands and sag adjusting are illustrated in detail and how to execute the refined construction control to guarantee the erection quality is also covered.

  7. Sugawara construction for higher genus Riemann surfaces

    Science.gov (United States)

    Schlichenmaier, Martin

    1999-04-01

    By the classical genus zero Sugawara construction one obtains representations of the Virasoro algebra from admissible representations of affine Lie algebras (Kac-Moody algebras of affine type). In this lecture, the classical construction is recalled first. Then, after giving a review on the global multi-point algebras of Krichever-Novikov type for compact Riemann surfaces of arbitrary genus, the higher genus Sugawara construction is introduced. Finally, the lecture reports on results obtained in a joint work with O. K. Sheinman. We were able to show that also in the higher genus, multi-point situation one obtains (from representations of the global algebras of affine type) representations of a centrally extended algebra of meromorphic vector fields on Riemann surfaces. The latter algebra is a generalization of the Virasoro algebra to higher genus.

  8. Advanced construction management for lunar base construction - Surface operations planner

    Science.gov (United States)

    Kehoe, Robert P.

    1992-01-01

    The study proposes a conceptual solution and lays the framework for developing a new, sophisticated and intelligent tool for a lunar base construction crew to use. This concept integrates expert systems for critical decision making, virtual reality for training, logistics and laydown optimization, automated productivity measurements, and an advanced scheduling tool to form a unique new planning tool. The concept features extensive use of computers and expert systems software to support the actual work, while allowing the crew to control the project from the lunar surface. Consideration is given to a logistics data base, laydown area management, flexible critical progress scheduler, video simulation of assembly tasks, and assembly information and tracking documentation.

  9. Lithodynamic processes in the construction area of a bridge across the kerch strait

    Directory of Open Access Journals (Sweden)

    Vvedenskiy Aleksey Rostislavovich

    2016-11-01

    Full Text Available The information about the evolution of the bottom topography in the construction area is necessary in the design and construction of hydraulic structures in sea, as well as information about possible deformations of the bottom caused by both natural reasons and the appearance of new hydraulic objects in the waters. In the given research the authors propose an analysis of lithodynamic processes in the area of the construction of the bridge across the Kerch Strait. Several physico-mathematical models were used for calculation and description of lithodynamic processes in the construction site of the Kerch Bridge. They may be divided into two groups: atmospheric and water. Many important properties of hydrometeorological conditions may be obtained only by modeling. The model WRF is used in the research, which is applied in many foreign and domestic centers for simulation and forecast of regional atmospheric circulation due to its high quality and ease. The main steps of the calculations are provided: beginning with the collection of basic information up to combining the results of numerical experiments on several mathematical models. Special attention is paid to sedimentation and erosion associated with construction of temporary piers and waterways to them.

  10. Thermal bridges in building construction - Measurements and calculations; Kuldebroer i klimaskaermskonstruktioner - Maalt og beregnet

    Energy Technology Data Exchange (ETDEWEB)

    Rose, J.

    1999-11-01

    Detailed calculation methods for evaluating heat loss through building envelope constructions have been investigated in the project. First a detailed description of the calculation methods, i.e. both calculation programs and guidelines, for calculating typical thermal bridges in building envelope constructions is given. After this a validation of both programs and guidelines is presented. The validation is performed by comparing calculated U-values with Guarded Hot Box measurements. The last part of the thesis discusses the possibilities of utilising the results of detailed calculations in more operational and applicable projecting tools, e.g. thermal bridge catalogues or U-value tables. A calculation of a one-family house is described in detail. All the important thermal bridges are covered by the detailed calculations, and from the analysis both the methods of the revised Danish standard and the European standards are evaluated. It is shown that the Danish standard is both reliable and accurate. All calculations have shown a very good compliance with corresponding measurments and the analysis has shown that a direct translation from physical construction to mathematical description can be used. The detailed methods of calculating are excellent for the development of new constructions but not very operational for projecting buildings. Due to the time-consuming modelling and in some cases also calculations, there is a need for developing simpler methods to utilise the results from detailed calculations. An investigation concerning the possibilities of developing different tools to simplify the projecting calculations for new buildings has been carried out. It is concluded that there is a need for a further enhancement of the existing methods, e.g. U-value catalogues. (LN) EFP-96. 58 refs.

  11. To the rationalization of the constructive solutions of the bridge supports

    Directory of Open Access Journals (Sweden)

    Petrova Olena

    2017-01-01

    Full Text Available Reduction of material consumption and labor intensity of building structures is a topical task for both theory and practice of building production. Today there are many ways to achieve proper economic effect while reconstruction or erection of building and structures. One of them is to rationalize well-known constructive solutions using as criteria the value of density of potential energy of deformation of structures. In this connection, the new constructive solution for short massive supports with outer reinforcement made of expanded metal sheet and frames (reinforcing rings which are used in construction of road and railway bridges and high-rise buildings is proposed in this paper. The theoretical approach for the definition of its rational parameters is given. Numerical analysis of the highlighted method is also carried out. As a result of study the increase in the bearing capacity in concrete pillars made in rational mesh clips with and without frames was obtained.

  12. Constructing Invariant Fairness Measures for Surfaces

    DEFF Research Database (Denmark)

    Gravesen, Jens; Ungstrup, Michael

    1998-01-01

    This paper presents a general method which from an invariant curve fairness measure constructs an invariant surface fairness measure. Besides the curve fairness measure one only needs a class of curves on the surface for which one wants to apply the curve measure. The surface measure at a point...... variation.The method is extended to the case where one considers, not the fairness of one curve, but the fairness of a one parameter family of curves. Such a family is generated by the flow of a vector field, orthogonal to the curves. The first, respectively the second order derivative along the curve...... of the size of this vector field is used as the fairness measure on the family.Six basic 3rd order invariants satisfying two quadratic equations are defined. They form a complete set in the sense that any invariant 3rd order function can be written as a function of the six basic invariants together...

  13. Constructing Invariant Fairness Measures for Surfaces

    DEFF Research Database (Denmark)

    Gravesen, Jens; Ungstrup, Michael

    1998-01-01

    This paper presents a general method which from an invariant curve fairness measure constructs an invariant surface fairness measure. Besides the curve fairness measure one only needs a class of curves on the surface for which one wants to apply the curve measure. The surface measure at a point...... variation.The method is extended to the case where one considers, not the fairness of one curve, but the fairness of a one parameter family of curves. Such a family is generated by the flow of a vector field, orthogonal to the curves. The first, respectively the second order derivative along the curve...... of the size of this vector field is used as the fairness measure on the family.Six basic 3rd order invariants satisfying two quadratic equations are defined. They form a complete set in the sense that any invariant 3rd order function can be written as a function of the six basic invariants together...

  14. Methods for Predicting Potential Impacts of Pile-Driving Noise on Endangered Sturgeon During Bridge Construction.

    Science.gov (United States)

    Krebs, Justin; Jacobs, Fred; Conway, Robert; Popper, Arthur N; Moese, Mark; Rollino, John; Racca, Roberto; Martin, Bruce; MacGillivray, Alexander

    2016-01-01

    The potential impacts of pile-driving noise on Hudson River sturgeon during construction of the New NY Bridge were predicted. Abundance data for shortnose and Atlantic sturgeon derived from fisheries sampling were combined with data about the spatial extent of pile-driving noise. This approach was used to calculate the number of sturgeon that could occur within sound level isopleths exceeding peak and cumulative noise criteria used by the National Marine Fisheries Service to determine the incidental take of sturgeon. The number of sturgeon subject to the potential onset of physiological effects during pile driving was predicted to be 35-41 fish for each species.

  15. Horizontal gust response of `Tatara Bridge` under construction; `Tatara ohashi` kasetsuji no taifu anteisei

    Energy Technology Data Exchange (ETDEWEB)

    Matsuda, K.; Iwasaki, T.; Tokushige, M.; Toriumi, R. [Ishikawajima-Harima Heavy Industries Co. Ltd., Tokyo (Japan)

    1999-03-01

    Wind tunnel tests of a long-span cable-stayed bridge under construction were conducted with two types of turbulent boundary layer simulations. The level of agreement between the wind tunnel measurements and a wind buffeting analysis varied with the type of turbulent boundary layer. An investigation of this behavior found that the aerodynamic admittance used in the buffeting analysis was different from the measured aerodynamic admittance. Past research showed that buffeting analysis based on strip theory, which assumes a spanwise correlation between the fluctuating wind velocity and the fluctuating aerodynamic loads, does not always hold. (author)

  16. Thermal bridges of modern windows

    DEFF Research Database (Denmark)

    Hansen, Ernst Jan de Place; Møller, Eva B.; Nielsen, Anker

    2013-01-01

    With its focus on reduced energy consumption, contemporary housing construction requires a highly insulated and airtight building envelope with as few thermal bridges as possible.Windows must be carefully designed, as thermal bridges can lead to surface condensation or mold growth, even if the wi......With its focus on reduced energy consumption, contemporary housing construction requires a highly insulated and airtight building envelope with as few thermal bridges as possible.Windows must be carefully designed, as thermal bridges can lead to surface condensation or mold growth, even...

  17. Numerical verification of geometry control method of the construction for super-span cable-stayed bridge

    Institute of Scientific and Technical Information of China (English)

    Huang Can; Zhao Lei; Bu Yizhi

    2012-01-01

    Taking Sutong Bridge as the object investigated, the correctness of the geometry control method is verified by numerical simulation analysis. Taking the impact of geometric nonlinearity into account, the impacts of structural geo- metric profile induced by temporary loads and temperature field during the construction procedure are investigated. The simulation results indicate that only the stage state of the structure during construction is affected. Satisfied outcome of construction control can be achieved based on ~eometrv control method.

  18. Skin and surface lead contamination, hygiene programs, and work practices of bridge surface preparation and painting contractors.

    Science.gov (United States)

    Virji, M Abbas; Woskie, Susan R; Pepper, Lewis D

    2009-02-01

    A 2005 regulatory review of the lead in construction standard by the Occupational Safety and Health Administration (OSHA) noted that alternative pathways of exposure can be as significant as inhalation exposure and that noncompliance with the standard pertaining to hygiene facilities and practices was the second most commonly violated section of the standard. Noncompliance with provisions of the standard and unhealthy work and hygiene practices likely increase the likelihood of take-home lead via contaminated clothing, automobiles, and skin, thus contributing to elevated blood lead levels (BLL) among construction workers and their family members. We performed a cross-sectional study of bridge painters working for small contractors in Massachusetts to investigate causes of persistent elevated BLLs and to assess lead exposures. Thirteen work sites were evaluated for a 2-week period during which surface and skin wipe samples were collected and qualitative information was obtained on personal hygiene practices, decontamination and hand wash facilities, and respiratory protection programs. Results showed lead contamination on workers' skin, respirators, personal automobiles, and the decontamination unit, indicating a significant potential for take-home lead exposure. Overall, the geometric mean (GM) skin lead levels ranged from 373 microg on workers' faces at end of shift to 814 microg on hands at break time. The overall GM lead level inside respirators was 143 microg before work and 286 microg after work. Lead contamination was also present inside workers' personal vehicles as well as on surfaces inside the clean side of the decontamination unit. Review of the respiratory protection programs, work site decontamination and hand wash facilities, and personal hygiene practices indicated that these factors had significant impact on skin and surface contamination levels and identified significant opportunities for improving work site facilities and personal practices

  19. Construction of Fractal Surfaces by Recurrent Fractal Interpolation Curves

    OpenAIRE

    Yun, Chol-Hui; O., Hyong-chol; Choi, Hui-chol

    2013-01-01

    A method to construct fractal surfaces by recurrent fractal curves is provided. First we construct fractal interpolation curves using a recurrent iterated functions system(RIFS) with function scaling factors and estimate their box-counting dimension. Then we present a method of construction of wider class of fractal surfaces by fractal curves and Lipschitz functions and calculate the box-counting dimension of the constructed surfaces. Finally, we combine both methods to have more flexible con...

  20. 桥梁桩基施工技术探析%Analysis of the Bridge Pile Foundation Construction Technology

    Institute of Scientific and Technical Information of China (English)

    金永亮

    2014-01-01

    The foundation of bridge construction is the pile foundation construction. In the process of pile foundation con-struction, the col apse hole, broken pile and other quality prob-lems are easily occur. This article through the introduction of bridge pile foundation construction technology to summarize the main technical points of pile foundation construction of ea-ch link.%桥梁施工的基础是桩基施工,在桩基的施工过程中,容易出现塌孔、断桩等质量问题。本文通过对桥梁桩基施工工艺的介绍,总结了桩基施工各个环节的技术要点。

  1. Influence of Surface Irregularities on the Dynamic Response of Minor Highway Bridges

    DEFF Research Database (Denmark)

    Nielsen, Søren R. K.; Kirkegaard, Poul Henning

    are included into the model. Based on a Monte Carlo simulation study the mean value and the variational coefficient of several dynamic amplification factors have been calculated assuming the parameters describing the vehicle and the bridge deterministic at characteristic values. The overall conclusion from......In the present paper the effect on the dynamic application factor of bridge response from the surface irregularities is investigated. A numerical 3D model has been formulated for a 48t Scania truck. Further, a characteristic minor highway bridge has been selected, and a numerical FEM-model has been...... formulated. Based on measured data, a 2D spectral description of the road roughness is established which models the deterministic trends in transversal (wheel tracking) as well as longitudinal direction (some long-waved tendency). Further, the bumps/ expansion joints at the approaches to the bridge...

  2. Effects of bridge cable surface roughness and cross-sectional distortion on aerodynamic force coefficients

    DEFF Research Database (Denmark)

    Matteoni, G.; Georgakis, C.T.

    2012-01-01

    Theoretical and experimental investigations to date have assumed that bridge cables can be modeled as ideal circular cylinders and the associated aerodynamic coefficients are invariant with the wind angle-of-attack. On the other hand, bridge cables are normally characterized by local alterations...... of their inherent surface roughness and shape, which might present a significant disturbance for the surrounding wind flow. The present study focuses on the experimental determination, based on static wind tunnel tests, of the aerodynamic coefficients of full-scale bridge cable section models both perpendicular...... and inclined to the flow, for varying wind angles-of-attack. The wind tunnel test results demonstrate that the aerodynamic coefficients of bridge cables can be significantly affected by the wind angle-of-attack....

  3. INVESTIGATION OF VEHICLE IMPACT FORCE ON BRIDGE WITH ROUGH RIDING SURFACE

    Directory of Open Access Journals (Sweden)

    O. L. Verbitskaya

    2014-01-01

    Full Text Available Nowadays heavy vehicles constitute a considerable volume in the transportation flow on the territory of the Republic of Belarus and bridge inequalities significantly increase a load on their bearing elements and cause a vibration in bridge superstructures. This leads to rapid wear and reduction in time between bridge repairs. The given problem has been insufficiently studied and it is considered as an actual one. Revision of analytical models is required in order to make prediction and evaluation of bridge structure wear. These models must take into account a dynamic impact of heavy vehicles caused by their movement on bridge rough riding surface.The purpose of scientific investigations is to develop a dynamic interactional model of a vehicle and a bridge plate. The paper proposes such dynamic model that permits to investigate impact forces of a heavy vehicle on bridge superstructures which have been initiated by bridge traffic-way inequalities. Weight of an vehicle and plate, rigidity and viscous damping of vehicle suspensions, a plate and piers have been taken into account while making the required calculations.An analysis of free oscillatory motions of the plate and vehicle have been carried out with due account of viscous damping. A dynamic interactional calculation for a vehicle and a plate has been made in the paper. Character of plate oscillatory motions has been determined at various parameters of the dynamic model. In this case non-linearity of reinforced concrete plate deformation has been taken into account and its calculation has been executed in accordance with the norms of the Republic of Belarus. The calculations have made it possible to obtain dynamic interaction coefficients of front axle wheels and bridge plate at various bench heights and also investigate its influence on maximum bending moments in plate sections.

  4. Design and construction of scour protection for deep-water group pile foundation structures of two pylons in the Sutong Bridge project

    Institute of Scientific and Technical Information of China (English)

    He Ping; Guan Yijun; Zhang Xiongwen; Zhang Qun; Zhou Jianhua

    2009-01-01

    Sutong Bridge, as a world-record cable-stayed bridge with its main span exceeding 1 000 m constructed in Yangtze River estuary region in China, is located at a site with complicated hydrologic conditions and poor geotechnical conditions and therefore, scour protection will be a decisive factor for ensuring smooth and successful construction of this bridge. This paper, starting from structural description of deep-water group pile foundation, analyzes impact to the bridge safety introduced by scour and its protection and further presents different solutions of scour protection for foundation structures of this bridge.

  5. 探究桥梁顶推施工技术%Exporation on bridge pushing construction technology

    Institute of Scientific and Technical Information of China (English)

    曹小龙

    2014-01-01

    针对国内的桥梁顶推施工技术进行了综合论述与分析,探究了顶推技术的发展历程以及施工技术的原理与方法,为我国的顶推技术施工不断发展提供了重要的理论依据,以进一步推动顶推技术在桥梁施工中的运用。%This paper made comprehensive discussion and analysis according to bridge pushing construction technology,explored the development process of pushing technology and the principle and method of construction technology,provided important theoretical basis for our pushing tech-nology construction constantly development,so as to further promote the application of pushing technology in bridge construction.

  6. Design and construction of the lawnmower, an artificial burnt-bridges motor.

    Science.gov (United States)

    Kovacic, Suzana; Samii, Laleh; Curmi, Paul M G; Linke, Heiner; Zuckermann, Martin J; Forde, Nancy R

    2015-04-01

    Molecular motors of the cell are protein-based, nanoscale machines, which use a variety of strategies to transduce chemical energy into mechanical work in the presence of a large thermal background. The design and construction of artificial molecular motors is one approach to better understand their basic physical principles. Here, we propose the concept of a protein-based, burnt-bridges ratchet, inspired by biological examples. Our concept, the lawnmower, utilizes protease blades to cleave peptide substrates, and uses the asymmetric substrate-product interface arising from productive cleavage to bias subsequent diffusion on the track (lawn). Following experimental screening to select a protease to act as the motor's blades, we chemically couple trypsin to quantum dots and demonstrate activity of the resulting lawnmower construct in solution. Accompanying Brownian dynamics simulations illustrate the importance for processivity of correct protease density on the quantum dot and spacing of substrates on the track. These results lay the groundwork for future tests of the protein-based lawnmower's motor performance characteristics.

  7. Simulating the Effects of Surface Roughness on Reinforced Concrete T Beam Bridge under Single and Multiple Vehicles

    Directory of Open Access Journals (Sweden)

    Rahul Kalyankar

    2016-01-01

    Full Text Available This research focuses on the application of the spatial system of finite element modeling for the vehicle-bridge interaction on reinforced concrete US Girder Bridge in order to obtain the effect of surface roughness. Single vehicle and multiple vehicles on reinforced concrete T beam bridge were studied with variable surface roughness profiles. The effects of six different surface roughness profiles (very good, good, measured, average, poor, and very poor were investigated for vehicle-bridge interaction. The values of the Dynamic Amplification Factor (DAF were obtained for single and multiple vehicles on T Beam Bridge for different surface roughness profiles, along with the distances between the axles of heavy vehicle. It was observed that when the bridge has very good, good, measured, and average surface roughness, the DAF values for the single vehicle over the bridge were observed to be within acceptable limits specified by AASHTO. However, for the bridge with multiple vehicles only very good and measured surface roughness profiles showed a DAF and vehicle axle distances within the acceptable limits. From the current studies, it was observed that the spatial system showed reliable responses for predicting the behavior of the bridge under variable road surface roughness conditions and was reliable in vehicle axle detection, and therefore, it has a potential to be use for realistic simulations.

  8. A robust metal-organic framework constructed from alkoxo-bridged binuclear nodes and hexamethylenetetramine spacers: crystal structure and sorption studies.

    Science.gov (United States)

    Ilyes, Elena; Florea, Mihaela; Madalan, Augustin M; Haiduc, Ionel; Parvulescu, Vasile I; Andruh, Marius

    2012-08-06

    A neutral 3D metal-organic framework, (3)(∞)[Cu(2)(mand)(2)(hmt)]·H(2)O (1), was constructed from binuclear Cu(2)O(2) alkoxo-bridged nodes, generated by the doubly deprotonated mandelic acid. The nodes are connected by hexamethylenetetramine (hmt) spacers, which act as biconnective bridging ligands, and by carboxylato groups. Channels are observed along the crystallographic c axis. The water molecules from the channels can be easily removed, preserving the architecture of the crystal, which is stable up to 280 °C. The Langmuir surface area was found to be 610 m(2) g(-1). The sorption ability of 1 was investigated using H(2) and CO(2).

  9. Development and construction of low-cracking high-performance concrete (LC-HPC) bridge decks: Free shrinkage tests, restrained ring tests, construction experience, and crack survey results

    Science.gov (United States)

    Yuan, Jiqiu

    2011-12-01

    The development, construction, and evaluation of low-cracking high-performance concrete (LC-HPC) bridge decks are described based on laboratory test results and experiences gained during the construction of 13 LC-HPC bridge decks in Kansas, along with another deck bid under the LC-HPC specifications but for which the owner did not enforce the specification. This study is divided into four parts covering (1) an evaluation of the free shrinkage properties of LC-HPC candidate mixtures, (2) an investigation of the relationship between the evaporable water content in the cement paste and the free shrinkage of concrete, (3) a study of the restrained shrinkage performance of concrete using restrained ring tests, and (4) a description of the construction and preliminary evaluation of LC-HPC and control bridge decks constructed in Kansas. The first portion of the study involves evaluating the effects of the duration of curing, fly ash, and a shrinkage reducing admixture (SRA) on the free-shrinkage characteristics of concrete mixtures. The results indicate that an increase of curing period reduces free shrinkage. With 7 days of curing, concretes containing fly ash as a partial replacement for cement exhibit higher free shrinkage than concretes with 100% portland cement. When the curing period is increased to 14, 28, and 56 days, the adverse effect of adding fly ash on free shrinkage is minimized and finally reversed. The addition of an SRA significantly reduces free shrinkage for both the 100% portland cement mixture and the mixture containing fly ash. The second portion of the study investigates the relationship between the evaporable water content in the cement paste and the free shrinkage of concrete. A linear relationship between free shrinkage and evaporable water content in the cement paste is observed. For a given mixture, specimens cured for a longer period contain less evaporable water and exhibit lower free shrinkage and less weight loss in the free shrinkage

  10. Thick-to-Thin Filament Surface Distance Modulates Cross-Bridge Kinetics in Drosophila Flight Muscle

    Energy Technology Data Exchange (ETDEWEB)

    Tanner, Bertrand C.W.; Farman, Gerrie P.; Irving, Thomas C.; Maughan, David W.; Palmer, Bradley M.; Miller, Mark S. (IIT); (Vermont); (BU)

    2012-09-19

    The demembranated (skinned) muscle fiber preparation is widely used to investigate muscle contraction because the intracellular ionic conditions can be precisely controlled. However, plasma membrane removal results in a loss of osmotic regulation, causing abnormal hydration of the myofilament lattice and its proteins. We investigated the structural and functional consequences of varied myofilament lattice spacing and protein hydration on cross-bridge rates of force development and detachment in Drosophila melanogaster indirect flight muscle, using x-ray diffraction to compare the lattice spacing of dissected, osmotically compressed skinned fibers to native muscle fibers in living flies. Osmolytes of different sizes and exclusion properties (Dextran T-500 and T-10) were used to differentially alter lattice spacing and protein hydration. At in vivo lattice spacing, cross-bridge attachment time (t{sub on}) increased with higher osmotic pressures, consistent with a reduced cross-bridge detachment rate as myofilament protein hydration decreased. In contrast, in the swollen lattice, t{sub on} decreased with higher osmotic pressures. These divergent responses were reconciled using a structural model that predicts t{sub on} varies inversely with thick-to-thin filament surface distance, suggesting that cross-bridge rates of force development and detachment are modulated more by myofilament lattice geometry than protein hydration. Generalizing these findings, our results suggest that cross-bridge cycling rates slow as thick-to-thin filament surface distance decreases with sarcomere lengthening, and likewise, cross-bridge cycling rates increase during sarcomere shortening. Together, these structural changes may provide a mechanism for altering cross-bridge performance throughout a contraction-relaxation cycle.

  11. Surface Engineering Construction of Sichuan Natural Gas Industry

    Institute of Scientific and Technical Information of China (English)

    You Kaicheng

    1995-01-01

    @@ The Present Status of Surface Engineering Construction A comparatively integrate and systematic surface engineering system, including gas gathering, purification transportation and distribution facilities, which approaches the international technical level, has been established. (Fig. 1)

  12. Total heat loss coefficient of flat roof constructions with external insulation in tapered layers including the effects of thermal bridges

    DEFF Research Database (Denmark)

    Rose, Jørgen; Svendsen, Svend

    2005-01-01

    be quite tedious, and therefore a method to generate and optimize solutions has been developed and implemented in a program that also takes into account the effects of different types of thermal bridges, i.e. roof windows, insulation fasteners, roof/wall joints etc. This paper describes a new method...... for design of flat roofs and a pc-program that can be used for calculating the total heat loss coefficient of externally insulated roofs with insulation in tapered layers, taking into account thermal bridges in the roof construction....

  13. Assessment of noise environment during construction of a major bridge and associated approach road.

    Science.gov (United States)

    Roy, T K; Mukhopadhyay, A R; Ghosh, S K; Majumder, G

    2011-10-01

    In this paper a methodology to quantify the noise environment, during a major bridge construction and upgrading approach road connectivity, has been provided. Noise levels were monitored at eleven sites. These eleven sites have been classified into three categories - commercial, residential and silence zones. The study was carried out to measure the ambient noise levels in all the eleven sites falling in the above three categories during both day and night times considering both "working" and "non-working" days. It was found that the mean noise level during night time was more, compared to that during day time for commercial, residential as well as silence zones. The likely causes of more noise during night time have been explored. Appropriate remedial measures have been suggested to reduce the noise levels. In addition, the noise levels in the above three zones have been compared, wherever feasible statistically, with the respective zonal standards. Significance has been found in all the cases. The underlying causes and remedies have been provided.

  14. Food-Bridging: A New Network Construction to Unveil the Principles of Cooking

    Directory of Open Access Journals (Sweden)

    Tiago Simas

    2017-06-01

    Full Text Available In this manuscript, we propose, analyze, and discuss a possible new principle behind traditional cuisine: the Food-bridging hypothesis and its comparison with the food-pairing hypothesis using the same dataset and graphical models employed in the food-pairing study by Ahn et al. (2011. The Food-bridging hypothesis assumes that if two ingredients do not share a strong molecular or empirical affinity, they may become affine through a chain of pairwise affinities. That is, in a graphical model as employed by Ahn et al., a chain represents a path that joints the two ingredients, the shortest path represents the strongest pairwise chain of affinities between the two ingredients. Food-pairing and Food-bridging are different hypotheses that may describe possible mechanisms behind the recipes of traditional cuisines. Food-pairing intensifies flavor by mixing ingredients in a recipe with similar chemical compounds, and food-bridging smoothes contrast between ingredients. Both food-pairing and food-bridging are observed in traditional cuisines, as shown in this work. We observed four classes of cuisines according to food-pairing and food-bridging: (1 East Asian cuisines, at one extreme, tend to avoid food-pairing as well as food-bridging; and (4 Latin American cuisines, at the other extreme, follow both principles. For the two middle classes: (2 Southeastern Asian cuisines, avoid food-pairing and follow food-bridging; and (3 Western cuisines, follow food-pairing and avoid food-bridging.

  15. Structures and construction of nuclear power plants on lunar surface

    Science.gov (United States)

    Shimizu, Katsunori; Kobatake, Masuhiko; Ogawa, Sachio; Kanamori, Hiroshi; Okada, Yasuhiko; Mano, Hideyuki; Takagi, Kenji

    1991-07-01

    The best structure and construction techniques of nuclear power plants in the severe environments on the lunar surface are studied. Facility construction types (functional conditions such as stable structure, shield thickness, maintainability, safety distances, and service life), construction conditions (such as construction methods, construction equipment, number of personnel, time required for construction, external power supply, and required transportation) and construction feasibility (construction method, reactor transportation between the moon and the earth, ground excavation for installation, loading and unloading, transportation, and installation, filling up the ground, electric power supply of plant S (300 kW class) and plant L (3000 kW class)) are outlined. Items to pay attention to in construction are (1) automation and robotization of construction; (2) cost reduction by multi functional robots; and (3) methods of supplying power to robots. A precast concrete block manufacturing plant is also outlined.

  16. 复合材料在桥梁建设中的应用%Applications of composite materials in bridge construction

    Institute of Scientific and Technical Information of China (English)

    唐莹; 郭添悦

    2014-01-01

    In this paper, the use of composite materials in bridge construction was described from the points of new bridge and bridge reinforcement.The potential application of composite materials in the future was also proposed on the field of bridge construction .%从新建桥梁和桥梁加固两个方面阐述了复合材料的在桥梁工程中的应用,并针对未来复合材料在桥梁中的应用做了展望。

  17. Construction Schemes for Main Bridge of Taohuayu Huanghe River Bridge on Wuzhi-Xixia Expressway%武西高速桃花峪黄河大桥主桥施工方案

    Institute of Scientific and Technical Information of China (English)

    金雷

    2011-01-01

    桃花峪黄河大桥主桥为双塔三跨自锚式悬索桥,跨度布置为(160+406+160) m.桥塔为门式混凝土结构,加劲梁为流线型钢箱梁,主缆采用高强镀锌钢丝预制平行索股.结合该桥主体结构特点和桥位处施工条件,桩基采用旋挖钻机与回旋钻机结合施工,水中承台采用钢管桩围堰施工,岸边承台采用大开挖配合深井降水施工;塔柱采用液压自升式爬模施工,塔柱上横梁采用托架法施工,下横梁采用支架法施工;上部结构采用先梁后缆顺序施工,加劲梁利用单向多点顶推计算机控制系统进行各点同步顶推施工,与钢锚梁合龙后采用PPWS法施工主缆,主缆完成体系转换后进行桥面系施工.%The main bridge of Taohuayu Huanghe River Bridge is a two-tower and three-span self-anchored suspension bridge with span arrangement (160+406+ 160) m. The towers of the bridge are the concrete portal frames, the stiffening girder is the streamlined steel box girder and the high strength galvanized prefabricated parallel wire strands (PPWS) are used for the main cables. In the light of the characteristics of the principal structure of the bridge and the construction conditions at the bridge site, the pile foundations were constructed by the combined application of rotary boring machine and abrasion boring machine, the in-water pile caps by the steel pipe pile cofferdams and the pile caps nearby the river banks by the mass excavation combined with the deep well dewatering. The tower columns were constructed by the hydraulic self-climbing formwork, the upper cross beams of the columns by the bracketing method and the lower cross beams by the scaffolding method. The superstructure was constructed by the sequence of “erecting the girder first and cables late”. The stiffening girder was erected by the one-way, multi-point and synchronous incremental launching controlled by computer system and after the girder was closed with the steel anchor

  18. Surface Patterning and Nanowire Biosensor Construction

    DEFF Research Database (Denmark)

    Iversen, Lars

    2008-01-01

    This thesis describes the preparation and characterization of three systems where surfaces of solid matter are interfaced with organic and biomolecular components, with the aim of creating (I) Patterned surfaces and (II) Functional nanowire sensor platforms for bionanotechnological applications...... assembled monolayer on gold, a technique useful for creating diverse monolayer patterns in a direct-write fashion. Addition of a second alkanethiol forms a topologically ultra flat but chemically patterned surface, which by inspection with scanning electron microscopy and atomic force microscopy revealed...

  19. Design Optimization and Structural Performance Evaluation of Plate Girder Bridge Constructed Using a Turn-Over Process

    Directory of Open Access Journals (Sweden)

    Gi-Ha Eom

    2017-03-01

    Full Text Available A recent trend in bridge construction has been the optimization of the cost-to-performance ratio. The most effective way to optimize the cost-to-performance ratio is to maximize the efficiency of the superstructure. Currently, many bridge engineers and designers favor two- or three- girder plate superstructures, due to their cost advantages. However, research on the performance enhancements of the I-type girder in two- or three- girder plate bridges is lacking. One of the most important performance improvement technologies for the I-type girder is the “preflex” method. In the preflex method, the specimen is inverted during the construction process to apply prestressed cambering to the specimen by using self-weight. However, a problem with the preflex construction method is difficulty with inverting the girder/plate system during the concrete curing process. Therefore, a new inverting system called Turn-Over (TO wheel was proposed. Using TO wheels, wider variations to the I-type girder design can be achieved. Using this TO construction method, various cross sectional designs of girder plate systems can be considered due to its easiness in inverting the girder/plate system. In this study, the location of concrete confinement sections between the steel I-beams and concrete plates was varied in an I-girder cross-sectional design. Design parameters included effective height, flange thickness, flange width, confining concrete section width, etc. From this study, the optimum cross-sectional design of the I-girder/concrete plate system was achieved. Then, a single 20 m TO girder/plate system and two 20 m TO girder bridges were constructed and tested to evaluate their performance. From the test, failure behavior, load carrying capacity, crack pattern, etc., are obtained. The results are discussed in detail in this paper.

  20. Application of Composite Structures in Bridge Engineering. Problems of Construction Process and Strength Analysis

    OpenAIRE

    Flaga Kazimierz; Furtak Kazimierz

    2015-01-01

    Steel-concrete composite structures have been used in bridge engineering from decades. This is due to rational utilisation of the strength properties of the two materials. At the same time, the reinforced concrete (or prestressed) deck slab is more favourable than the orthotropic steel plate used in steel bridges (higher mass, better vibration damping, longer life).

  1. PROBLEMS ARE CAUSED TO CHANGE TYPICAL TEMPORARY LOADS AC FOR BRIDGES CONSTRUCTIONS

    Directory of Open Access Journals (Sweden)

    P. M. Salamakhin

    2010-03-01

    Full Text Available The article is devoted to the analysis of new temporal normative loads of high-way bridges, the determination of dynamic coefficient and the problems of the using these loads in calculation of endurance and determination of remaining resource of elements of bridge structures.

  2. Optimal Image Stitching for Concrete Bridge Bottom Surfaces Aided by 3d Structure Lines

    Science.gov (United States)

    Liu, Yahui; Yao, Jian; Liu, Kang; Lu, Xiaohu; Xia, Menghan

    2016-06-01

    Crack detection for bridge bottom surfaces via remote sensing techniques is undergoing a revolution in the last few years. For such applications, a large amount of images, acquired with high-resolution industrial cameras close to the bottom surfaces with some mobile platform, are required to be stitched into a wide-view single composite image. The conventional idea of stitching a panorama with the affine model or the homographic model always suffers a series of serious problems due to poor texture and out-of-focus blurring introduced by depth of field. In this paper, we present a novel method to seamlessly stitch these images aided by 3D structure lines of bridge bottom surfaces, which are extracted from 3D camera data. First, we propose to initially align each image in geometry based on its rough position and orientation acquired with both a laser range finder (LRF) and a high-precision incremental encoder, and these images are divided into several groups with the rough position and orientation data. Secondly, the 3D structure lines of bridge bottom surfaces are extracted from the 3D cloud points acquired with 3D cameras, which impose additional strong constraints on geometrical alignment of structure lines in adjacent images to perform a position and orientation optimization in each group to increase the local consistency. Thirdly, a homographic refinement between groups is applied to increase the global consistency. Finally, we apply a multi-band blending algorithm to generate a large-view single composite image as seamlessly as possible, which greatly eliminates both the luminance differences and the color deviations between images and further conceals image parallax. Experimental results on a set of representative images acquired from real bridge bottom surfaces illustrate the superiority of our proposed approaches.

  3. Constructing C1 Continuous Surface on Irregular Quad Meshes

    Institute of Scientific and Technical Information of China (English)

    HE Jun; GUO Qiang

    2013-01-01

    A new method is proposed for surface construction on irregular quad meshes as extensions to uniform B-spline surfaces. Given a number of control points, which form a regular or irregular quad mesh, a weight function is constructed for each control point. The weight function is defined on a local domain and is C1 continuous. Then the whole surface is constructed by the weighted combination of all the control points. The property of the new method is that the surface is defined by piecewise C1 bi-cubic rational parametric polynomial with each quad face. It is an extension to uniform B-spline surfaces in the sense that its definition is an analogy of the B-spline surface, and it produces a uniform bi-cubic B-spline surface if the control mesh is a regular quad mesh. Examples produced by the new method are also included.

  4. Constructing invariant fairness measures for surfaces

    DEFF Research Database (Denmark)

    Gravesen, Jens; Ungstrup, Michael

    2002-01-01

    The paper proposes a rational method to derive fairness measures for surfaces. It works in cases where isophotes, reflection lines, planar intersection curves, or other curves are used to judge the fairness of the surface. The surface fairness measure is derived by demanding that all the given...... curves should be fair with respect to an appropriate curve fairness measure. The method is applied to the field of ship hull design where the curves are plane intersections. The method is extended to the case where one considers, not the fairness of one curve, but the fairness of a one parameter family...... of curves. Six basic third order invariants by which the fairing measures can be expressed are defined. Furthermore, the geometry of a plane intersection curve is studied, and the variation of the total, the normal, and the geodesic curvature and the geodesic torsion is determined....

  5. Surface Patterning and Nanowire Biosensor Construction

    DEFF Research Database (Denmark)

    Iversen, Lars

    2008-01-01

    surface. A central limitation to this biosensor principle is the screening of analyte charge by mobile ions in electrolytes with physiological ionic strength. To overcome this problem, we propose to use as capture agents proteins which undergo large conformational changes. Using structure based protein...... be biofunctionalized, integrated in FETs, and used to detect charged species, as shown for H+ ions for pH sensing....... assembly on e.g. glass surfaces, providing parallel patterning via gentle and oriented protein immobilization. Such protein patterns are useful for miniaturized bioassays of protein function. Second, in a very different approach, we use a highly focused laser beam to locally desorb alkanethiols from a self...

  6. Drop deposition on surfaces with contact-angle hysteresis: Liquid-bridge stability and breakup

    OpenAIRE

    Akbari, Amir; Hill, Reghan J.

    2015-01-01

    We study the stability and breakup of liquid bridges with a free contact line on a surface with contact-angle hysteresis under zero-gravity conditions. Theoretical predictions of the stability limits are validated by experimental measurements. Experiments are conducted in a water-methanol-silicon oil system where the gravity force is offset by buoyancy. We highlight cases where stability is lost during the transition from a pinned-pinned to pinned-free interface when the receding contact angl...

  7. Construction

    Science.gov (United States)

    2002-01-01

    Harbor Deepening Project, Jacksonville, FL Palm Valley Bridge Project, Jacksonville, FL Rotary Club of San Juan, San Juan, PR Tren Urbano Subway...David. What is nanotechnology? What are its implications for construction?, Foresight/CRISP Workshop on Nanotechnology, Royal Society of Arts

  8. Effects of polar cortical cytoskeleton and unbalanced cortical surface tension on intercellular bridge thinning during cytokinesis

    Institute of Scientific and Technical Information of China (English)

    Li Wang; Mei-Wen An; Xiao-Na Li; Fang Yang; Yang Liu

    2011-01-01

    To probe the contributions of polar cortical cytoskeleton and the surface tension of daughter cells to intercellular bridgethinning dynamics during cytokinesis,we applied cytochalasin D (CD) or colchicine (COLC) in a highly localized manner to polar regions of dividing normal rat kidney (NRK) cells.We observed cellular morphological changes and analyzed the intercellular bridge thinning trajectories of dividing cells with different polar cortical characteristics.Global blebbistatin (BS) application was used to obtain cells losing active contractile force groups.Our results show that locally released CD or colchicine at the polar region caused inhibition of cytokinesis before ingression.Similar treatment at phases after ingression allowed completion of cytokinesis but dramatically influenced the trajectories of intercellular bridge thinning.Disturbing single polar cortical actin induced transformation of the intercellular bridge thinning process,and polar cortical tension controlled deformation time of intercellular bridges.Our study provides a feasible framework to induce and analyze the effects of local changes in mechanical properties of cellular components on single cellular cytokinesis.

  9. Research on Construction Monitoring Techniques for Cable Replacement of the Cable-Stayed Bridge

    Directory of Open Access Journals (Sweden)

    Dai Pu

    2013-09-01

    Full Text Available Due to various reasons, some cable-stayed bridges require the replacement of part or all stay cables after operating for a period of time. In this study, based on some engineering practices of stay cable replacement, the condition of bridge structure before replacement is analyzed with Finite Element Analysis method for plane member system. The theoretical calculations, cable force measurement, replacement methods and process monitoring for cable replacement are introduced to find out the key technical problems. From the specified bridge monitoring practices, we suggest monitoring cable tension and the main beam alignment during the process of cable replacement, to make sure the cable-stayed bridge reaches its design conditions.

  10. Liquid-bridge stability and breakup on surfaces with contact-angle hysteresis.

    Science.gov (United States)

    Akbari, Amir; Hill, Reghan J

    2016-08-10

    We study the stability and breakup of liquid bridges with a free contact line on surfaces with contact-angle hysteresis (CAH) under zero-gravity conditions. Non-ideal surfaces exhibit CAH because of surface imperfections, by which the constraints on three-phase contact lines are influenced. Given that interfacial instabilities are constraint-sensitive, understanding how CAH affects the stability and breakup of liquid bridges is crucial for predicting the drop size in contact-drop dispensing. Unlike ideal surfaces on which contact lines are always free irrespective of surface wettability, contact lines may undergo transitions from pinned to free and vice versa during drop deposition on non-ideal surfaces. Here, we experimentally and theoretically examine how stability and breakup are affected by CAH, highlighting cases where stability is lost during a transition from a pinned-pinned (more constrained) to pinned-free (less constrained) interface-rather than a critical state. This provides a practical means of expediting or delaying stability loss. We also demonstrate how the dynamic contact angle can control the contact-line radius following stability loss.

  11. THE NON-LINEAR INTERACTION OF BRIDGES CONSTRUCTIONS AND THEIR INFRASTRUCTURE WITH FOUNDATION OF DISCRETE FLEXIBLE LANDING OF COMMON VIEW FOR EXAMPLE: CALCULATIONS, EXPERIMENTS AND DYING OUT VIBRATIONS

    Directory of Open Access Journals (Sweden)

    V. V. Kulyabko

    2010-04-01

    Full Text Available In the article the issues of increasing the possibilities of computer modeling of the dynamic interaction of bridge constructions and their infrastructure with moving transport and flows are considered.

  12. 公路桥梁施工技术的不足及改进途径%On insufficiency of road and bridge construction technique and improvement channel

    Institute of Scientific and Technical Information of China (English)

    田晓军

    2015-01-01

    The paper indicates the development of road and bridge construction techniques in China,and points out some improvement measures of the information technique and emphasis on overloaded hidden hazards according to some insufficient management experience and bridge loading capacity of road and bridge construction,so as to enhance the development of bridge construction technique of road construction.%论述了我国公路桥梁施工技术的发展现状,针对公路桥梁施工中存在的管理经验欠缺、桥梁承载力不足等问题,提出了运用信息技术、正视桥梁超载隐患等改进措施,以促进公路建设中桥梁施工技术的不断发展。

  13. Establishment of Risk Identification System in Bridge Construction Process%桥梁施工过程中风险识别体系的构建

    Institute of Scientific and Technical Information of China (English)

    杨军

    2012-01-01

    Starting from the viewpoint of system, this paper analyzes the characteristics of the risk of the bridge construction process, discusses the bridge construction risk identification method- Through tnultidimensionaLly decomposing the risks at the bridge construction stage, it explores the establishment of risk identification system in dynamic bridge construction process.%从系统的观点出发,分析桥梁施工过程风险的特点,探讨了桥梁施工风险识别的方法,通过对桥梁施工阶段的风险进行多维的分解,就动态的桥梁施工过程中风险识别体系的构建进行了相关探索.

  14. Atomic fingers, bridges and slingshots: formation of exotic surface structures during ion irradiation of heavy metals

    Energy Technology Data Exchange (ETDEWEB)

    Nordlund, K. E-mail: kai.nordlund@helsinki.fi; Tarus, J.; Keinonen, J.; Donnelly, S.E.; Birtcher, R.C

    2003-05-01

    Recent experiments on ion irradiation of heavy metals such as gold and silver have shown that very unusual surface configurations can be produced by the irradiation. Typically, the surface damage has the shape of a crater, similar to those produced by meteorite impacts. The crater shapes are, however, often highly asymmetric and can show extended adatom ridges extending far from the crater well. Using molecular dynamics simulations we show how such exotic atom arrangements are produced. We describe atomic bridges over a crater and illustrate a slingshot-like effect which can propel atom clusters far from an impact position to produce isolated adatom islands.

  15. Scale bridging description of coherent phase equilibria in the presence of surfaces and interfaces

    Science.gov (United States)

    Spatschek, R.; Gobbi, G.; Hüter, C.; Chakrabarty, A.; Aydin, U.; Brinckmann, S.; Neugebauer, J.

    2016-10-01

    We investigate phase separation including elastic coherency effects in the bulk and at surfaces and find a reduction of the solubility limit in the presence of free surfaces. This mechanism favors phase separation near free surfaces even in the absence of external stresses. We apply the theory to hydride formation in nickel, iron, and niobium and obtain a reduction of the solubility limit by up to two orders of magnitude at room temperature in the presence of free surfaces. We develop in particular a scale bridging description of the solubility limit in the low-temperature regime, where the long-ranged elastic effects are expressed through a geometrical solubility modification factor, which expresses the difference to bulk systems. This expression allows to include elastic coherency effects near surfaces, e.g., in ab initio simulations.

  16. Highway bridge seismic design: summary of FHWA/MCEER project on seismic vulnerability of new highway construction

    Institute of Scientific and Technical Information of China (English)

    2002-01-01

    The Federal Highway Administration (FHWA) sponsored a large, multi-year project conducted by theMultidisciplinary Center for Earthquake Engineering Research (MCEER) titled "Seismic Vulnerability of New HighwayConstruction" (MCEER Project 112), which was completed in 1998. MCEER coordinated the work of many researchers, whoperformed studies on the seismic design and vulnerability analysis of highway bridges, tunnels, and retaining structures.Extensive research was conducted to provide revisions and improvements to current design and detailing approaches andnational design specifications for highway bridges. The program included both analytical and experimental studies, andaddressed seismic hazard exposure and ground motion input for the U.S. highway system; foundation design and soil behavior;structural importance, analysis, and response; structural design issues and details; and structural design criteria.

  17. 路桥过渡段路基路面设计施工探析%Subgrade and Pavement Design and Construction of Bridge Transition Section

    Institute of Scientific and Technical Information of China (English)

    王海峰

    2015-01-01

    主要研究了路桥过渡段路基路面设计施工,总结了路桥过渡段的常见病害,并对路桥过渡段设计和施工中的关键性问题进行了研究。%The main road subgrade transition section of the bridge design and construction, summed up a common disease bridge transition period, and the design and construction of bridge transition section of the key issues were studied.

  18. Design and construction of Sutong Bridge deep-water main-pylon foundations

    Institute of Scientific and Technical Information of China (English)

    Ren Huixing; Ouyang Xiaoyong; He Maosheng; Nie Qinlong; Wang Xiali

    2009-01-01

    This paper, from three aspects including construction conditions, foundation design and construction, introduces some considerations in the designing of main-pylon foundations and some practical measures to deal with certain unfavorable construction conditions, such as deep water, tidal effect, soft stratum and heavy traffic, during the construction of main-pylon foundations.

  19. 大跨径桥梁施工控制不确定因素分析%Analysis of the Uncertain Factors of Long Span Bridge Construction Control

    Institute of Scientific and Technical Information of China (English)

    徐志学

    2014-01-01

    There are many uncertain factors affecting the bridge construction quality in the process of long-span bridge construction. This article mainly analyzes the temperature eff-ect, temperature load and some control methods of the long-span bridge construction, and reduces the influence of unc-ertain factors on the quality of long-span bridges.%在大跨径桥梁施工过程中,有许多不确定因素影响着桥梁的施工质量。本文对温度效应、温度载荷以及大跨径桥梁施工过程中的一些控制方法进行了分析,降低了不确定因素对大跨径桥梁的质量影响。

  20. 75 FR 38923 - Regulated Navigation Area: Niantic Railroad Bridge Construction, Niantic, CT

    Science.gov (United States)

    2010-07-07

    ..., with Coast Guard Sector Long Island Sound, Amtrak, First Coast Guard District Bridge Branch, local... Broadcasts, Coast Guard Local Notice to Mariners and Marine Safety Information Bulletins. Closure periods... criminal penalties, in rem liability against the offending vessel, and the initiation of suspension or...

  1. Experimental investigation of multilayer surfacing system on orthotropic steel bridge with the five-point bending test

    NARCIS (Netherlands)

    Tzimiris, G.; Liu, X.; Scarpas, A.; Li, J.; Hofman, R.; Voskuilen, J.

    2013-01-01

    Due to lightweight and flexibility, orthotropic steel deck bridges become popular the last decades but several problems were reported in relation to asphalt surfacing materials such as rutting, cracking, loss of bond between the surfacing system and steel deck. In the Netherlands a surfacing structu

  2. Surface-up constructed tandem-inverted bilayer cyclodextrins for enhanced enantioseparation and adsorption.

    Science.gov (United States)

    Zhao, Jie; Lu, Xiaohong; Wang, Yong; Tan, Timothy Thatt Yang

    2014-05-23

    A new generation of triazole-bridged bilayer cyclodextrins (CDs) chiral stationary phase (CSP) material was constructed via a surface-up 'click' approach. The synergistic effect of the tandem-inverted duplex CDs was evidenced by the superior enantioresolution ability toward selected chiral compounds and the enhanced adsorption ability toward hesperetin. The enantioselectivities of dansyl amino acids and aryl carboxylic acids were promoted by 10-20%, while the resolutions of some aryl carboxylic acids were significantly increased from 0 to 3.5 and beyond. Adsorption experiments of hesperetin reveal that the binding ability of the target bilayer CDCSP is nearly 2.8 times than that of the single layer CDCSP. The current work provides a simple and practical approach to design and synthesize novel functional materials with cooperative CD dimers on surfaces. Copyright © 2014 Elsevier B.V. All rights reserved.

  3. Construction of the world's first continuous PC steel composite extradosed bridge. New Meishin Expressway Kiso River Bridge and Ibi River Bridge; Sekaihatsu no PC {center_dot} ko fukugo renzoku ekusutora dozudo kyo no seko. Dai 2 meishin kosoku doro Kisogawa kyo {center_dot} Ibigawa kyo

    Energy Technology Data Exchange (ETDEWEB)

    Mizuguchi, Kazuyuki; Nakasu, Makoto [Japan Highway Public Corpration, Tokyo (Japan)

    1999-09-10

    Kiso River Bridge and Ibi River bridge in the Second Meishin Expressway are the bridges lying across the river mouths of Kiso River and Ibi River which are two of the biggest rivers in Japan. Since a span length of 160m or more is necessary when constructing the bridges, comparison examinations in respect to bridge forms that can secure a long span were carried out. As a result, the world's first continuous PC steel composite extradosed bridge was adopted. The construction works of these two bridges were each divided into the east and the west works, thus totally four constructions works were ordered. Now both the two bridges are approaching the most active period of their superstructure works. In this paper, summary of the superstructure works of these two bridges is described and the situation of concrete girder portions operated hitherto is introduced. Particularly, for the concrete girder portions in composite structures, an extrodosed form is employed to arrange PC members outside the girders so as to use them more effectively and make prestress force act on a main girder at a great eccentricity. (NEDO)

  4. Analysis on construction safety risk of Yunzaobang super major bridge%蕴藻浜特大桥施工安全风险分析

    Institute of Scientific and Technical Information of China (English)

    邵寅旭

    2016-01-01

    结合蕴藻浜特大桥工程实例,对该大桥在施工中存在的风险进行了准确识别与评价,从施工方案与人员配备两方面,提出了施工安全风险管理措施,确保了该桥梁的安全施工。%Combining with the Yunzaobang suPer major bridge engineering examPle,this PaPer made accurately identification and evaluation to the existing risk of bridge in construction,from the construction scheme and Personnel configuration two asPects,Put forward construction safety risk management measures,ensured the bridge safety construction.

  5. STUDY ON THE SURFACE CRACK GROWTH BEHAVIOR IN 14MnNbq BRIDGE STEEL

    Institute of Scientific and Technical Information of China (English)

    Yanping Liu; Chuanyao Chen; Guoqing Li

    2010-01-01

    Three-dimensional crack closure correction methods are investigated in this paper.The fatigue crack growth tests of surface cracks in 14MnNbq steel for bridge plate subjected to tensile and bending loadings are systematically conducted.The experimentally measured fatigue crack growth rates of surface cracks are compared with those of through-thickness cracks in detail.It is found that the crack growth rates of surface cracks are lower than those of through-thickness cracks.In order to correct their differences in fatigue crack growth rates,a dimensionless crack closure correction model is proposed.Although this correction model is determined only by the experimental data of surface cracks under tensile loading with a constant ratio R=0.05,it can correlate the surface crack growth rates with reasonable accuracy under tensile and bending loadings with various stress ratios ranging from 0 to 0.5.Furthermore,predictions of fatigue life and crack aspect ratio for surface cracks are discussed,and the predicted results are also compared with those obtained from other prediction approaches.Comparison results show that the proposed crack closure correction model gives better prediction of fatigue life than other models.

  6. Constructing low-dimensional molecular networks on metal surfaces

    NARCIS (Netherlands)

    Pham, Tuan Anh

    2016-01-01

    The construction of one- as well as two-dimensional molecular networks confined to surfaces is nowadays considered as a promising alternative to the conventional top-down approach for the design and development of future electronic devices. In the framework of this doctoral thesis, various low-dimen

  7. 水泥混凝土桥面铺装施工质量控制%Pavement construction quality control of cement concrete bridge deck

    Institute of Scientific and Technical Information of China (English)

    贾志民

    2009-01-01

    Combining with construction practice of the bridge deck pavement, the author introduces the quality control points in the cement concrete bridge deck pavement construction from aspects of hinge joint concrete construction and bridge deck pavement concrete construction, so as to perfect bridge deck pavement construction technology, ensure that the bridge deck concrete pavement layer has design strength, in-tegrity and anti-permeability, anti-crack and anti-impact performance.%结合桥面铺装的施工实践,从铰缝混凝土施工和桥面铺装混凝土施工两方面介绍了水泥混凝土桥面铺装施工中的质量控制要点,以完善桥面铺装施工工艺,保证桥面混凝土铺装层具有设计强度、整体性及抗渗抗裂抗冲击性.

  8. Problems associated with nondestructive evaluation of bridges

    Science.gov (United States)

    Prine, David W.

    1995-05-01

    The US has 542,000 bridges that consume billions of dollars per year in construction, rehabilitation, and maintenance funds and which are the lifelines of US commerce. The 1992 ISTEA (Intermodal Surface Transportation Efficiency Act) mandates the implementation of a quantitative computerized bridge management system by 1996. A prime need of such a system are quantitative bridge inspection methods to feed accurate reliable condition information to the huge database of bridges. Nondestructive evaluation (NDE) will fill a critical need in the implementation of effective bridge management. However, many serious barriers exist to the widespread routine application of this technology to bridges. This paper provides an overview of the typical problems associated with applying NDE to bridges.

  9. Extensional flow of low-viscosity fluids in capillary bridges formed by pulsed surface acoustic wave jetting

    Energy Technology Data Exchange (ETDEWEB)

    Bhattacharjee, P K; McDonnell, A G; Prabhakar, R; Yeo, L Y; Friend, J, E-mail: james.friend@monash.edu.au [MicroNanophysics Research Laboratory, Department of Mechanical and Aerospace Engineering, Monash University, Melbourne, VIC 3800 (Australia); Melbourne Centre for Nanofabrication, Melbourne, VIC 3800 (Australia)

    2011-02-15

    Forming capillary bridges of low-viscosity ({approx}<10 mPa s) fluids is difficult, making the study of their capillary-thinning behavior and the measurement of the fluid's extensional viscosity difficult as well. Current techniques require some time to form a liquid bridge from the stretching of a droplet. Rapidly stretching a liquid bridge using these methods can cause its breakup if the viscosity is too low. Stretching more slowly allows the bridge to thin and break up before a suitable bridge geometry can be established to provide reliable and accurate rheological data. Using a pulsed surface acoustic wave to eject a jet from a sessile droplet, a capillary bridge may be formed in about 7.5 ms, about seven times quicker than current methods. With this approach, capillary bridges may be formed from Newtonian and non-Newtonian fluids having much lower viscosities-water, 0.04% by weight solution of high-molecular-weight (7 MDa) polystyrene in dioctyl phthalate and 0.25% fibrinogen solution in demineralized water, for example. Details of the relatively simple system used to achieve these results are provided, as are experimental results indicating deviations from a Newtonian response by the low-viscosity non-Newtonian fluids used in our study.

  10. Extensional flow of low-viscosity fluids in capillary bridges formed by pulsed surface acoustic wave jetting

    Science.gov (United States)

    Bhattacharjee, P. K.; McDonnell, A. G.; Prabhakar, R.; Yeo, L. Y.; Friend, J.

    2011-02-01

    Forming capillary bridges of low-viscosity (lsim10 mPa s) fluids is difficult, making the study of their capillary-thinning behavior and the measurement of the fluid's extensional viscosity difficult as well. Current techniques require some time to form a liquid bridge from the stretching of a droplet. Rapidly stretching a liquid bridge using these methods can cause its breakup if the viscosity is too low. Stretching more slowly allows the bridge to thin and break up before a suitable bridge geometry can be established to provide reliable and accurate rheological data. Using a pulsed surface acoustic wave to eject a jet from a sessile droplet, a capillary bridge may be formed in about 7.5 ms, about seven times quicker than current methods. With this approach, capillary bridges may be formed from Newtonian and non-Newtonian fluids having much lower viscosities—water, 0.04% by weight solution of high-molecular-weight (7 MDa) polystyrene in dioctyl phthalate and 0.25% fibrinogen solution in demineralized water, for example. Details of the relatively simple system used to achieve these results are provided, as are experimental results indicating deviations from a Newtonian response by the low-viscosity non-Newtonian fluids used in our study.

  11. Two different one-dimensional Cd(II) halide coordination polymers constructed through bridging carboxylate ligands.

    Science.gov (United States)

    Hou, Xue-Li; Wang, Hui-Ting

    2015-11-01

    Two cadmium halide complexes, catena-poly[[chloridocadmium(II)]-di-μ-chlorido-[chloridocadmium(II)]-bis[μ2-4-(dimethylamino)pyridin-1-ium-1-acetate]-κ(3)O:O,O';κ(3)O,O':O], [CdCl2(C9H12N2O2)]n, (I), and catena-poly[1-cyanomethyl-1,4-diazoniabicyclo[2.2.2]octane [[dichloridocadmium(II)]-μ-oxalato-κ(4)O(1),O(2):O(1'),O(2')] monohydrate], {(C8H15N3)[CdCl2(C2O4)]·H2O}n, (II), were synthesized in aqueous solution. In (I), the Cd(II) cation is octahedrally coordinated by three O atoms from two carboxylate groups and by one terminal and two bridging chloride ligands. Neighbouring Cd(II) cations are linked together by chloride anions and bridging O atoms to form a one-dimensional zigzag chain. Hydrogen-bond interactions are involved in the formation of the two-dimensional network. In (II), each Cd(II) cation is octahedrally coordinated by four O atoms from two oxalic acid ligands and two terminal Cl(-) ligands. Neighbouring Cd(II) cations are linked together by oxalate groups to form a one-dimensional anionic chain, and the water molecules and organic cations are connected to this one-dimensional zigzag chain through hydrogen-bond interactions.

  12. Cable Supported Bridges

    DEFF Research Database (Denmark)

    Gimsing, Niels Jørgen

    Cable supported bridges in the form of suspension bridges and cable-stayed bridges are distinguished by their ability to overcome large spans.The book concentrates on the synthesis of cable supported bridges, covering both design and construction aspects. The analytical part covers simple methods...

  13. On common problems in concrete of bridge construction and prevention measures%桥梁施工中混凝土常见问题及预防措施

    Institute of Scientific and Technical Information of China (English)

    连玲波

    2014-01-01

    对桥梁施工中混凝土拌合物常见的和易性差、外加剂使用不当以及表面损伤病害(蜂窝、麻面、空洞、露筋)的问题进行了原因分析,并提出了防治措施,以提高桥梁的耐久性,延长桥梁的使用寿命。%The paper analyzes reasons for common weak workability of the concrete mixture,the mistakes of additive agents,and surface dama-ges,including the honey comb,pitted surface,void and exposed reinforcing bar during the bridge construction,and points out the prevention measures,so as to improve bridge durability and prolong its life span.

  14. Optimum Design of Multilayer Asphalt Surfacing Systems for Orthotropic Steel Deck Bridges

    NARCIS (Netherlands)

    Li, J.

    2015-01-01

    Orthotropic steel decks are widely utilized in long span bridges, movable bridges and shorter span road and rail bridges due to their favourable properties. These properties are low deadweight, large plastic reserves in case of overload and aesthetic advantages. Nowadays, more than 1000 orthotropic

  15. Characterization of water-quality and bed-sediment conditions in Currituck Sound, North Carolina, prior to the Mid-Currituck Bridge construction, 2011–15

    Science.gov (United States)

    Wagner, Chad R.; Fitzgerald, Sharon; Antolino, Dominick J.

    2015-12-24

    The North Carolina Turnpike Authority, a division of the North Carolina Department of Transportation, is planning to make transportation improvements in the Currituck Sound area by constructing a two-lane bridge from U.S. Highway 158 just south of Coinjock, North Carolina, to State Highway 12 on the Outer Banks just south of Corolla, North Carolina. The results of the Final Environmental Impact Study associated with the bridge and existing roadway improvements indicated potential water-quality and habitat impacts to Currituck Sound related to stormwater runoff, altered light levels, introduction of piles as hard substrate, and localized turbidity and siltation during construction.

  16. Total heat loss coefficient of flat roof constructions with external insulation in tapered layers including the effects of thermal bridges

    DEFF Research Database (Denmark)

    Rose, Jørgen; Svendsen, Svend

    2005-01-01

    and insulation has to be fulfilled. Based on a given design of the tapered insulation the total heat loss coefficient of the roof can be calculated using formulae in EN ISO 6946 for typical segments of the tapered insulation. Performing design and calculations for large roofs with numerous different segments can...... for design of flat roofs and a pc-program that can be used for calculating the total heat loss coefficient of externally insulated roofs with insulation in tapered layers, taking into account thermal bridges in the roof construction.......In order to achieve durability of flat roofs with external insulation, it is necessary to secure proper drainage of the roof, i.e. to avoid water leaking into the insulation. The design of the tapered insulation of the roof is quite difficult as requirements with respect to both drainage...

  17. Construction of 4D high-definition cortical surface atlases of infants: Methods and applications.

    Science.gov (United States)

    Li, Gang; Wang, Li; Shi, Feng; Gilmore, John H; Lin, Weili; Shen, Dinggang

    2015-10-01

    In neuroimaging, cortical surface atlases play a fundamental role for spatial normalization, analysis, visualization, and comparison of results across individuals and different studies. However, existing cortical surface atlases created for adults are not suitable for infant brains during the first two postnatal years, which is the most dynamic period of postnatal structural and functional development of the highly-folded cerebral cortex. Therefore, spatiotemporal cortical surface atlases for infant brains are highly desired yet still lacking for accurate mapping of early dynamic brain development. To bridge this significant gap, leveraging our infant-dedicated computational pipeline for cortical surface-based analysis and the unique longitudinal infant MRI dataset acquired in our research center, in this paper, we construct the first spatiotemporal (4D) high-definition cortical surface atlases for the dynamic developing infant cortical structures at seven time points, including 1, 3, 6, 9, 12, 18, and 24 months of age, based on 202 serial MRI scans from 35 healthy infants. For this purpose, we develop a novel method to ensure the longitudinal consistency and unbiasedness to any specific subject and age in our 4D infant cortical surface atlases. Specifically, we first compute the within-subject mean cortical folding by unbiased groupwise registration of longitudinal cortical surfaces of each infant. Then we establish longitudinally-consistent and unbiased inter-subject cortical correspondences by groupwise registration of the geometric features of within-subject mean cortical folding across all infants. Our 4D surface atlases capture both longitudinally-consistent dynamic mean shape changes and the individual variability of cortical folding during early brain development. Experimental results on two independent infant MRI datasets show that using our 4D infant cortical surface atlases as templates leads to significantly improved accuracy for spatial normalization

  18. Discuss the Quality Control of Bridge Construction Supervision%浅论桥梁施工监理中的质量控制

    Institute of Scientific and Technical Information of China (English)

    荣俊红

    2013-01-01

    随着我国经济的迅速发展,桥梁建设也得到了全面的发展。在桥梁施工过程中,质量的控制需要从设计、施工、养护以及多方面开展。本文对桥梁施工中的质量控制进行了探讨,提出了一些措施,对桥梁施工质量进行了全面的管理。%With the rapid development of economy in China, the bridge construction has a comprehensive development. In the process of bridge construction, control the quality needs fr-om the aspects of design, construction, and maintenance to develop. In this article, the author discusses the quality control of bridge construction, and put forward some measures, and carries on a comprehensive management to the quality of brid-ge construction.

  19. Construction and alignment control of the middle steel pylon of Taizhou Bridge

    Institute of Scientific and Technical Information of China (English)

    Ji Lin; You Xinpeng

    2011-01-01

    The general construction procedure of the steel middle pylon is briefly introduced. The alignment control of the pylon is carried out during the whole process of the construction. The control concept is extended to the manufacture stage. The manufacturing alignment error is strictly controlled in the segments precast process in factory, and the error is recognized and predicted precisely during the installation stage. The adjusting joints are employed to amend the accumulated error, which ensure that the steel pylon alignment could satisfy the precision requirements after installation.

  20. The Two-Way Language Bridge: Co-Constructing Bilingual Language Learning Opportunities

    Science.gov (United States)

    Martin-Beltran, Melinda

    2010-01-01

    Using a sociocultural theoretical lens, this study examines the nature of student interactions in a dual immersion school to analyze affordances for bilingual language learning, language exchange, and co-construction of language expertise. This article focuses on data from audio- and video-recorded interactions of fifth-grade students engaged in…

  1. Task-based lead exposures and work site characteristics of bridge surface preparation and painting contractors.

    Science.gov (United States)

    Virji, M Abbas; Woskie, Susan R; Pepper, Lewis D

    2009-02-01

    This study of bridge painters working for small contractors in Massachusetts investigated the causes of elevated blood lead levels and assessed their exposure to lead. Bridge work sites were evaluated for a 2-week period during which personal and area air samples and information on work site characteristics and lead abatement methods were gathered. Short-duration personal inhalable samples collected from 18 tasks had geometric means (GM) of 3 microg/m(3) to 7286 microg/m(3). Full-shift, time-weighted average (TWA) inhalable samples (>or=6 hours) collected from selected workers and work sites had GMs of 2 microg/m(3) to 15,704 microg/m(3); 80% of samples exceeded the permissible exposure limit (PEL) of 50 microg/m(3), on average by a factor of 30. Area inhalable samples collected from three locations ranged from 2 microg/m(3) to 40,866 microg/m(3) from inside the containment, 2 microg/m(3) to 471 microug/m(3) from a distance of 6 meters from the containment. Seventy nine percent of the area samples from inside the containment exceeded the PEL on average by a factor of 140. Through observations of work site characteristics, opportunities for improving work methods were identified, particularly the institution of engineering controls (which were only occasionally present) and improvement in the design and construction of the containment structure. The high levels of airborne lead exposures indicate a potential for serious exposure hazard for workers and environmental contamination, which can be mitigated through administrative and engineering controls. Although these data were collected over 10 years ago, a 2005 regulatory review by the Occupational Safety and Health Administration (OSHA) of its lead in construction standard reported that elevated lead exposures and blood lead levels, high occurrence of noncompliance with the lead standard, and nonimplementation of newer technology especially among small painting firms employing <10 workers are still widespread. As a

  2. Thermal bridges of modern windows

    DEFF Research Database (Denmark)

    Hansen, Ernst Jan de Place; Møller, Eva B.; Nielsen, Anker

    2013-01-01

    With its focus on reduced energy consumption, contemporary housing construction requires a highly insulated and airtight building envelope with as few thermal bridges as possible.Windows must be carefully designed, as thermal bridges can lead to surface condensation or mold growth, even...... if the window has an U-factor of 1 W/(m2·K) or lower. This paper describes the development of modern, energy efficient Danish windows with reduced thermal bridges. It focuses on materials, geometry, and sealing of window panes based on a literature review. Examples of modern windows are presented. Experience...... with the minimum acceptable surface temperature regarding surface condensation or mold growth, implemented in the Danish Building Regulations in 2010, and the calculation method for this temperature based on international standards is discussed. The introduction of the minimum acceptable surface temperature has...

  3. Road and Bridge Construction, Maintenance and Management Measures%路桥的建设、养护与管理措施

    Institute of Scientific and Technical Information of China (English)

    王旭

    2014-01-01

    当前,公路桥梁在建设、养护与管理方面存在诸多问题,后期的养护与管理会直接影响桥梁的使用寿命。本文结合笔者自身的工作实践,分析了当前路桥的建设、养护与管理。%At present, the highway Bridges has many prob-lems in the construction, maintenance and management, and the later maintenance and management directly affect the service life of the bridge. This article combines with the author's own working practice, and analyzes the current road and bridge construction, maintenance and management.

  4. The construction of drape surfaces with constrained first derivatives

    Directory of Open Access Journals (Sweden)

    R.J. Fossati

    2014-01-01

    Full Text Available The need to construct optimal drape surfaces arises in airborne geophysical surveys where it is necessary to fly a safe distance above the ground and within the performance of the aircraft used, but as close as possible to the surface. The problem is formulated as an LP with constraints at every point of a grid covering the area concerned, yielding a huge problem. The lifting algorithm is suggested. This is a surprisingly simple algorithm which starts with the drape surface at ground level and lifts it one point at a time. Only points which are too low relative to one or more of their neighbours are considered and they are lifted just enough to bring them into kilter with their neighbours. It is shown that the lifting algorithm is both exact and has great speed advantages. Some numerical results confirming exactness and speed are presented. An enhanced method with better complexity is proposed and tested numerically.

  5. 3D Additive Construction with Regolith for Surface Systems

    Science.gov (United States)

    Mueller, Robert P.

    2014-01-01

    Planetary surface exploration on Asteroids, the Moon, Mars and Martian Moons will require the stabilization of loose, fine, dusty regolith to avoid the effects of vertical lander rocket plume impingement, to keep abrasive and harmful dust from getting lofted and for dust free operations. In addition, the same regolith stabilization process can be used for 3 Dimensional ( 3D) printing, additive construction techniques by repeating the 2D stabilization in many vertical layers. This will allow in-situ construction with regolith so that materials will not have to be transported from Earth. Recent work in the NASA Kennedy Space Center (KSC) Surface Systems Office (NE-S) Swamp Works and at the University of Southern California (USC) under two NASA Innovative Advanced Concept (NIAC) awards have shown promising results with regolith (crushed basalt rock) materials for in-situ heat shields, bricks, landing/launch pads, berms, roads, and other structures that could be fabricated using regolith that is sintered or mixed with a polymer binder. The technical goals and objectives of this project are to prove the feasibility of 3D printing additive construction using planetary regolith simulants and to show that they have structural integrity and practical applications in space exploration.

  6. Nanchang Hero Bridge Crown Steel Tower Construction Technology%南昌市英雄大桥钢塔冠施工工艺及质量控制

    Institute of Scientific and Technical Information of China (English)

    彭立平

    2014-01-01

    Due to space constraints Tower construction height, crown tower danger and difficulty of construction is very large, this is to highlight the heroic crown Steel Tower Bridge construction technology and construction quality control process.%由于塔柱高空施工空间限制,塔冠施工危险性及难度非常大,本为重点介绍英雄大桥钢塔冠施工工艺及施工过程中的质量控制。

  7. Effective click construction of bridged- and spiro-multicyclic polymer topologies with tailored cyclic prepolymers (kyklo-telechelics).

    Science.gov (United States)

    Sugai, Naoto; Heguri, Hiroyuki; Ohta, Kengo; Meng, Qingyuan; Yamamoto, Takuya; Tezuka, Yasuyuki

    2010-10-27

    An alkyne-azide addition, i.e., click, reaction in conjunction with an electrostatic self-assembly and covalent fixation (ESA-CF) process has been demonstrated to effectively construct a variety of unprecedented multicyclic polymer topologies. A series of single cyclic poly(tetrahydrofuran), poly(THF), precursors having an alkyne group (Ia), an azide group (Ib), two alkyne groups at the opposite positions (Ic), and an alkyne group and an azide group at the opposite positions (Id) have been prepared by the ESA-CF process. Moreover, a bicyclic 8-shaped precursor having two alkyne groups at the opposite positions (Ie) was synthesized. The subsequent click reaction of Ia with linear (IIa) and three-armed star (IIb) telechelic precursors having azide groups has been performed to construct bridged-type two-way (IIIa) and three-way (IIIb) paddle-shaped polymer topologies, respectively. Likewise, spiro-type tandem tricyclic (IVa) and tetracyclic (IVb) topologies resulted from Ib/Ic and Ib/Ie, respectively. Furthermore, three types of multicyclic topologies that are composed of repeating ring (Va), alternating ring/linear (Vb), and alternating ring/star (Vc) units have been synthesized from Id, Ic/IIa, and Ic/IIb, respectively.

  8. Construction Process Control of 1-96m Arch Bridge%1-96m系杆拱桥施工过程控制

    Institute of Scientific and Technical Information of China (English)

    李卫军

    2015-01-01

    The control content and control elements of the construction phase are described from the design parameters and structural deformation of tied arch bridge.%从系杆拱桥的设计参数和结构变形两方面简要介绍了各施工阶段的控制内容和控制要点。

  9. Fabrication and construction of major steel bridge structure arch rib of Wuxi Xingtang Bridge%无锡兴塘大桥主桥钢结构拱肋制作与施工

    Institute of Scientific and Technical Information of China (English)

    韩荣刚

    2012-01-01

    Combining with the specialty of the fabrication,welding,and installation of major steel bridge structure arch rib of Wuxi Xingtang Bridge,the essay introduces arch rib fabrication scheme,welding technique,and installation scheme and so on,and describes the construction technology of new structure,which has accumulated experience for similar engineering construction.%结合无锡市兴塘大桥主桥钢结构拱肋制作,焊接和安装的特殊性,深入介绍了大桥主拱肋的制作方案、焊接工艺和安装方案等,通过对这种新型结构形式施工工艺的介绍,为同类工程施工积累了经验。

  10. Accuracy of Low-level Surface in Hierarchical Construction of Potential Energy Surface

    Institute of Scientific and Technical Information of China (English)

    Chun-rui Wang; Dong H. Zhang

    2012-01-01

    The effects of low-level PES on the overall accuracy of the final surface constructed by using hierarchical construction were investigated with the constructions of a number of global surfaces for the H3 system at UHF (UMP2,DFT-B3LYP,UCCSD(T))/vtz,and UCCSD(T)/avqz levels of theory.The total reaction probabilities for the H+H2 reaction calculated on these surfaces revealed that the accuracy of UCCSD(T)/avqz surface is very close to the well-known BKMP2 surface,while the UCCSD(T)/vtz PES has a slightly higher barrier.In contrast,the low-level theories (UHF,UMP2,DFT-B3LYP) with vtz basis set can only provide a qualitative description of this simplest reaction despite the fact that they are widely used to study reactions in complex systems.On the other hand,although these theories are not accurate on describing the reaction,they can be used to provide the lowlevel PESs for hierarchical construction of the UCCSD(T)/avqz PES with the number of UCCSD(T)/avqz energies substantially reduced.

  11. 斜拉桥主塔施工索道管定位技术%The Positioning Technique of Stayed Bridge Main Tower Constructing Cable Duct

    Institute of Scientific and Technical Information of China (English)

    魏德文

    2012-01-01

    在斜拉桥主塔施工中,索道管准确、方便、快速定位是现场施工技术难点之一。详细叙述了在赤道几内亚Mbini大桥主塔上塔柱施工期间,采用空间定位技术对主塔索道管精确定位的过程。%The paper mainly discussed the space positioning technique in the construction of stayed bridge main tower for Mbini Bridge in Equatorial Guinea.

  12. Semi-Automated Detection of Surface Degradation on Bridges Based on a Level Set Method

    Science.gov (United States)

    Masiero, A.; Guarnieri, A.; Pirotti, F.; Vettore, A.

    2015-08-01

    Due to the effect of climate factors, natural phenomena and human usage, buildings and infrastructures are subject of progressive degradation. The deterioration of these structures has to be monitored in order to avoid hazards for human beings and for the natural environment in their neighborhood. Hence, on the one hand, monitoring such infrastructures is of primarily importance. On the other hand, unfortunately, nowadays this monitoring effort is mostly done by expert and skilled personnel, which follow the overall data acquisition, analysis and result reporting process, making the whole monitoring procedure quite expensive for the public (and private, as well) agencies. This paper proposes the use of a partially user-assisted procedure in order to reduce the monitoring cost and to make the obtained result less subjective as well. The developed method relies on the use of images acquired with standard cameras by even inexperienced personnel. The deterioration on the infrastructure surface is detected by image segmentation based on a level sets method. The results of the semi-automated analysis procedure are remapped on a 3D model of the infrastructure obtained by means of a terrestrial laser scanning acquisition. The proposed method has been successfully tested on a portion of a road bridge in Perarolo di Cadore (BL), Italy.

  13. Wushuihe Bridge Large Diameter Bored Pile Construction in Water%舞水河大桥水中大直径钻孔桩施工

    Institute of Scientific and Technical Information of China (English)

    张维远

    2015-01-01

    This article introduced the construction process of the large diameter bored pile of Wushuige Bridge, summarized the construction technology of large diameter bored pile, and discussed the troubleshooting process for bored pile construction.%本文通过舞水河特大桥大口径钻孔桩的施工过程的介绍,对大口径钻孔桩的施工工艺进行了总结,并对钻孔桩施工过程的故障处理进行了探讨。

  14. Out-of-Core Construction and Visualization of Multiresolution Surfaces

    Energy Technology Data Exchange (ETDEWEB)

    Lindstrom, P

    2003-02-03

    We present a method for end-to-end out-of-core simplification and view-dependent visualization of large surfaces. The method consists of three phases: (1) memory insensitive simplification; (2) memory insensitive construction of a multiresolution hierarchy; and (3) run-time, output-sensitive, view-dependent rendering and navigation of the mesh. The first two off-line phases are performed entirely on disk, and use only a small, constant amount of memory, whereas the run-time system pages in only the rendered parts of the mesh in a cache coherent manner. As a result, we are able to process and visualize arbitrarily large meshes given a sufficient amount of disk space; a constant multiple of the size of the input mesh. Similar to recent work on out-of-core simplification, our memory insensitive method uses vertex clustering on a rectilinear octree grid to coarsen and create a hierarchy for the mesh, and a quadric error metric to choose vertex positions at all levels of resolution. We show how the quadric information can be used to concisely represent vertex position, surface normal, error, and curvature information for anisotropic view-dependent coarsening and silhouette preservation. The run-time component of our system uses asynchronous rendering and view-dependent refinement driven by screen-space error and visibility. The system exploits frame-to-frame coherence and has been designed to allow preemptive refinement at the granularity of individual vertices to support refinement on a time budget. Our results indicate a significant improvement in processing speed over previous methods for out-of-core multiresolution surface construction. Meanwhile, all phases of the method are disk and memory efficient, and are fairly straightforward to implement.

  15. Out-of-Core Construction and Visualization of Multiresolution Surfaces

    Energy Technology Data Exchange (ETDEWEB)

    Lindstrom, P

    2002-11-04

    We present a method for end-to-end out-of-core simplification and view-dependent visualization of large surfaces. The method consists of three phases: (1) memory insensitive simplification; (2) memory insensitive construction of a multiresolution hierarchy; and (3) run-time, output-sensitive, view-dependent rendering and navigation of the mesh. The first two off-line phases are performed entirely on disk, and use only a small, constant amount of memory, whereas the run-time system pages in only the rendered parts of the mesh in a cache coherent manner. As a result, we are able to process and visualize arbitrarily large meshes given a sufficient amount of disk space; a constant multiple of the size of the input mesh. Similar to recent work on out-of-core simplification, our memory insensitive method uses vertex clustering on a uniform octree grid to coarsen a mesh and create a hierarchy, and a quadric error metric to choose vertex positions at all levels of resolution. We show how the quadric information can be used to concisely represent vertex position, surface normal, error, and curvature information for anisotropic view-dependent coarsening and silhouette preservation. The run-time component of our system uses asynchronous rendering and view-dependent refinement driven by screen-space error and visibility. The system exploits frame-to-frame coherence and has been designed to allow preemptive refinement at the granularity of individual vertices to support refinement on a time budget. Our results indicate a significant improvement in processing speed over previous methods for out-of-core multiresolution surface construction. Meanwhile, all phases of the method are both disk and memory efficient, and are fairly straightforward to implement.

  16. On-site tests to estimate aquifer permeability of drainage area of south caisson anchorage construction of Taizhou Bridge

    Institute of Scientific and Technical Information of China (English)

    Feng Zhaoxiang; Zhao Yanrong

    2011-01-01

    During the construction of the south caisson anchorage of Taizhou Bridge, the drainage area is located in the lower reaches of the Yangtze River and the permeability of stratums there is considerable. In order to maintain progress and guarantee safety during the sinking of the caisson, water should be drained in the initial period. Subsequently, detailed information about the aquifer permeability is required to make sure that the drainage will proceed successfully,which consequently necessitates the on-site estimation of the aquifer permeability in the drainage area. Therefore, the traditional pumping test and slug test are implemented respectively on site. The comparison of computational results of these two tests indicates that they are consistent overall. Notwithstanding, as slug test can be conducted with portable facilities in a short time and the manipulation is easy and few people need to be involved, the advantages of slug test is conspicuous compared with the traditional pumping test. It could be speculated that slug test will gain a prevalent application in the measurement of aquifer permeability in the future.

  17. 郑州市解放路跨线桥主桥设计与施工%Design and Construction of Main Bridge of Jiefang Road Overpass Bridge in Zhengzhou City

    Institute of Scientific and Technical Information of China (English)

    申国朝

    2012-01-01

    The main bridge of the Jiefang Road Overpass Bridge in Zhengzhou City is a cable-stayed bridge with twin pylons, single cable plane and with span arrangement (106 + 248 + 106) m and the bridge employs the structural system of rigid fixity of its pylons and main girder. The main girder of the bridge is of the prestressed concrete triple-cell single box of quasi-triangle section and has a 62 m long variable width portion at the side span on the west side. On both sides of a pylon, 15 pairs of stay cables made up of the low relaxation and high-strength galvanized parallel steel wires are arranged. The pylons are the concrete solid single-column ones of H-shape sections and the main piers are the vase shape hollow reinforced concrete structures supported on the frictional group bored pile foundations. The software Bridge Doctor V3. 03, MIDAS Civil and ANSYS were used to respectively build the plane finite element model for the bridge and the plane link and spatial plate-shell finite element models for the variable width portion. With these models, the global static force of the bridge and the force conditions of the portion were analyzed. In addition, a 1: 4 model for the variable width portion was also designed and made to carry out the model test. The results of the finite element analysis and model test showed that the force conditions of various parts of the bridge could meet the requirements in the codes. The part of the bridge spanning the passenger dedicated railway line on the east side was constructed by the rotation erection while the part of the bridge spanning the freight railway line on the west side was constructed by the covered form traveler.%郑州市解放路跨线桥主桥为双塔单索面斜拉桥,跨径布置为(106+248+106)m,采用塔、梁固结体系.该桥主梁为预应力混凝土单箱三室准三角形截面,西侧边跨设62 m长的变宽段.每个桥塔两侧布置15对斜拉索,斜拉索采用低松弛镀锌高强平行钢丝.桥塔采

  18. A Bumpy Road and a Bridge too Far? An Analysis of the Realistic Bridging and Horizontal Construction Capabilities of the Canadian Military Engineers in the Force 2013 Structure

    Science.gov (United States)

    2012-05-17

    separate engineer specialty. Finally, in the longer term, a review of the need for an under - armour bridging capability and the purchase of...For example, the wheeled Cougar vehicle was an armoured vehicle, crew trainer replacement for the costly main battle tank. Despite their design...budgetary relationship resembled an image with the military holding a begging bowl hoping for donations for their overseas missions.15 The Canadian Army

  19. 栓焊结合钢桥高强度螺栓施工质量控制%Construction Quality Control of High-Strength Bolts for a Bolted and Welded Steel Bridge

    Institute of Scientific and Technical Information of China (English)

    张志伟; 文世军; 高琳琳

    2012-01-01

    To ensure the construction quality of the big hexagonal head high-strength bolts, the construction quality of the bolted steel truss girder members (used with the frictional type big hexagonal head bolt sets) of Fenfangwan Changjiang River Bridge is cited as an example. The construction quality of the bolts is discussed from the following aspects of the principal'parame-ters, checking, acceptance and storage of the bolts delivered to the construction site; the site torque moment test, selection and utilization of the tightening spanners, handling of the frictional surfaces; the construction technology of the bolts, construction sequences of the welded and bolted connection and also the checking, acceptance and corrosion protection of the bolts. The construction practice of the bridge-proves that in the process of the construction, the construction strictly following the formulated quality control requirements for the high-strength bolts can well control the various procedures related to the construction quality of the bolts and control the qualification ratios of the bolts in all aspects of the construction methods, construction requirements and construction technology.%为了保证大六角高强度螺栓施工质量,以重庆粉房湾长江大桥钢桁梁杆件栓接(摩擦型高强度大六角头螺栓连接副)施工及质量控制为背景,从高强度螺栓的主要参数、高强度螺栓进场验收及保管、工地扭矩系数试验、扭力扳手的选择及使用、摩擦面的处理、大六角头高强度螺栓施工工艺、栓焊结合型高强度螺栓施工顺序、高强度螺栓的验收及防腐等方面进行讨论.实践表明,在高强度螺栓施工过程中,严格按照制定的质量控制要求进行施工,从施工方法、施工要求、施工工艺上,对涉及高强度螺栓质量的各个环节进行把关,可以较好地控制高强度螺栓的终拧合格率.

  20. The Application of Full Framing Technology in Bridge Construction%桥梁工程施工中满堂支架技术的运用

    Institute of Scientific and Technical Information of China (English)

    卢晓辉

    2014-01-01

    With the vigorously development of Chinese brid-ge engineering construction, Chinese traffic facilities are gra-dual y improved. During the construction of bridge enginee-ring, people often applied to the fertility technology. This art-icle specifically discusses the ful framing scheme and const-ruction process and the technology applied in the bridge co-nstruction, and looks forward to the prospect of the present stage and technical innovation at the same time, which has a certain guiding value.%随着我国桥梁工程建设蓬勃开展,我国的交通设施逐步完善,在桥梁工程施工中,经常会应用到满堂架技术。本文针对性地论述了满堂支架方案及施工工序以及技术在桥梁施工中的应用,同时对现阶段满堂架技术的创新进行了展望,具有一定的指导价值。

  1. 右线盾构穿越人行天桥施工技术%The Right Line of Shield Crossing Pedestrian Bridge Construction Technology

    Institute of Scientific and Technical Information of China (English)

    施钧; 柴金玲

    2015-01-01

    Tong tai road footbridge on the east side tong tai road and golden waterway junc-tion.Due to the bridge pier is located in zhengzhou city rail transit line one is a phase of the convention and exhibition center to the top of the line between the Yellow River east road station right tunnel,subway construction will affect it.Is studied in this paper,its construction technology,the key to the bridge con-struction technology are introduced,namely the footbridge to protect and shield construction.And under the seriously organize the implementation,the mentally incapacitated person Line bridge completed showed that yellow will range right wire shield crossing tong tai road pedestrian bridge construction tech-nology has the scientific nature and rationality.%河南省郑州市地铁一号线,运行区间会展中心至黄河东路右隧道上方是通泰路的人行天桥的桥墩,在进行地铁施工时会对桥墩产生影响。对其施工技术进行了研究,介绍了该天桥的关键施工技术,即人行天桥保护以及盾构施工。并在认真组织实施下,该人行天桥顺利竣工表明,黄会区间右线盾构穿越通泰路人行天桥施工技术具有科学性和合理性。

  2. Optimized in situ construction of oligomers on an array surface

    Science.gov (United States)

    Tolonen, Andrew C.; Albeanu, Dinu F.; Corbett, Julia F.; Handley, Heather; Henson, Charlotte; Malik, Pratap

    2002-01-01

    Oligonucleotide arrays are powerful tools to study changes in gene expression for whole genomes. These arrays can be synthesized by adapting photolithographic techniques used in microelectronics. Using this method, oligonucleotides are built base by base directly on the array surface by numerous cycles of photodeprotection and nucleotide addition. In this paper we examine strategies to reduce the number of synthesis cycles required to construct oligonucleotide arrays. By computer modeling oligonucleotide synthesis, we found that the number of required synthesis cycles could be significantly reduced by focusing upon how oligonucleotides are chosen from within genes and upon the order in which nucleotides are deposited on the array. The methods described here could provide a more efficient strategy to produce oligonucleotide arrays. PMID:12384609

  3. 市政道路桥梁的建设与养护体会%Experience of the Construction and Maintenance of Municipal Roads and Bridges

    Institute of Scientific and Technical Information of China (English)

    杨智

    2014-01-01

    本文就目前城市道路桥梁建设与养护的一些现状进行了分析和探究,并提出一些了相应的措施。希望通过这些措施加快城市道桥的建设,早日解决城市拥堵的难题。%This paper analyzes and researches present situa-tion and maintenance of city road and bridge construction, and puts forward some corresponding measures, hopes to speed up the construction of city road and bridge through these meas-ures, as soon as possible to solve the problem of city traffic.

  4. 城市轨道交通高架桥的选型%Selection on Construction Type of City Light-track Traffic High Bridge

    Institute of Scientific and Technical Information of China (English)

    余凤翔

    2001-01-01

    根据上海地铁二号线东西延伸段、莘闵轻轨交通线,西安地铁等工程,探讨了城市轨道交通高架桥在选型上应考虑的因素,并结合具体工程项目,给出了选型的参考性方案。%Based on the east and west extensions section of Shanghai No.2 metro line, Xinmin light track traffic line and Xian metro etc. projects, some factors which should be considered in selection of construction type of city track traffic high bridge were discussed. Reference scheme was given on selection on construction type of high bridge in city track traffic.

  5. Application of Climbing Form Technology in Bridge Construction%爬模技术在桥梁施工中的应用

    Institute of Scientific and Technical Information of China (English)

    何忠舟

    2014-01-01

    以某大桥高墩施工为例,分别针对爬模系统的组成、塔身爬模施工工艺以及爬模系统的特点进行了详细探讨,指出了液压爬模的施工要点,包括液压爬模系统技术参数、液压爬模系统的安装施工、主塔液压爬模施工,可为同类桥梁施工提供借鉴。%Taking the high pier construction of a bridge as an example, the paper discusses the composing of climbing form system, the climbing form construction technique of tower body, and the characteristics of climbing form system in detail, points out the key points of hydraulic climbing form construction includ-ing technical parameters of hydraulic climbing form system, the installation and construction of hydraulic climbing form system, and the climbing form construction of the main tower, which can provide references for the construction of similar bridges.

  6. 浅析预应力加固技术在桥梁施工%The Prestressed Reinforcement Technology in Bridge Construction

    Institute of Scientific and Technical Information of China (English)

    田钊

    2013-01-01

      随着社会的发展,车辆数量的越来越多,载重量越来越大,交通运输的负担也在日渐增大,尤其是桥梁工程所承担的负荷。部分桥梁已经老化、破损,原设计承载能力已达不到使用的要求,道路桥梁的建设和维护就显得十分重要。当前公路桥梁的维护广泛地采用预应力加固技术,以提高桥梁的承载能力,达到加固桥梁的目的。本文结合工程实际,针对体外预应力加固法,简要地探讨了预应力加固技术在桥梁施工中的运用及施工。最后根据自身的工作经验,分析在现行预应力加固技术存在的问题。%With the development of society, increase number of vehicles, capacity is more and more big, and the burden of transportation is also increasing, especial y on the load of brid-ge engineering. Part of the bridge has been aging, damage, the original design capacity is not up to the requirements, it is very important to the construction and maintenance of roads and br-idges. Maintenance of the highway and Bridge widely used pr-estressed reinforcement technology, to improve the carrying capacity of the bridge, to reinforce a bridge to. Combined with the engineering practice, in view of the external prestressing strengthening method, briefly discussed the application of pre-stressed reinforcement technology in the construction of bridge and construction. Final y, the author according to the work ex-perience analyzes the problems existing in the current strength-ening technology of the prestressed.

  7. Discussion on Reinforcement and Renovation Construction Technology of Guiping Qianjiang Bridge%桂平黔江大桥加固改造施工技术探讨

    Institute of Scientific and Technical Information of China (English)

    陈亚伟

    2012-01-01

    文章针对桂平黔江大桥桥梁病害和成因,综合考虑施工环境、费用、通行等因素,介绍了受损混凝土修补、梁板裂缝处置、梁底粘贴钢板、空心板粘贴碳纤维布等桥梁加固改造施工技术的工艺流程及要点,为今后类似桥梁加固改造施工提供技术参考。%Targeting on the disease and its causes of Guiping Qianjiang Bridge,considering the construction environment,cost,access and other factors,the article introduced the tech-nical process and keypoints of the bridge reinforcement renovation construction technology,such as the repair of damaged concrete,beam-slab crack treatment,beam bottom bonding steel plates,hollow plate bonding carbon fiber cloth etc.,providing the technical reference for future similar bridge reinforcement and renovation constructions.

  8. 桥梁工程项目施工中的HSE风险管理%HSE Risk Management in Bridge Project Construction

    Institute of Scientific and Technical Information of China (English)

    马晓彤; 刘振奎

    2014-01-01

    Bridge engineering construction technology is complex, and there is high safety risk and high degree of safety accidents, so it is very complex systematic work. The core of HSE management is risk management, which embodies the systematic risk control idea:source management and accident prevention. In this paper, through comprehensive analysis of the potential HSE risk factors in bridge construction stage, and appraisal and analysis of the risk factors, the process of bridge construction HSE risk management is discussed.%桥梁工程施工作业技术复杂、安全风险比较高、安全事故发生率较高,是一项非常复杂的系统工作。HSE管理的核心是风险管理,它体现了源头治理、事故预防的系统风险控制思想。文章通过全面分析桥梁施工阶段潜在的HSE风险因素,并对其进行评价与分析,从而对桥梁施工HSE风险管理的过程进行了探讨。

  9. Influences of Traditional Landscape Architecture Ideas on Construction of China Covered Bridges%廊桥所见中国古典园林建筑意匠

    Institute of Scientific and Technical Information of China (English)

    郑玮锋

    2014-01-01

    指出了廊桥营造与廊桥所处自然山水环境、人文环境有很大关联。“本于自然,高于自然”,“巧于因借,精在体宜”,是中国园林建筑兴造的重要法则;儒、释、道思想与地域建筑文化的多元融糅,是中国园林建筑兴造的人文基础。廊桥营造与中国园林建筑兴造源于共同的遗传基因信码。以中国园林建筑兴造思想的视野,从渊源学、建筑类型学角度,分析了廊桥营造的影响因素,厘清了廊桥与中国园林建筑在建筑空间环境脉络、建筑类型学层面上的相关性,以期更深层次地揭示廊桥营造的思想根源。%The construction of China covered bridges has a close relationship with the natural landscape and human environment around . The construction of traditional landscape architectures attaches great importance to such principles as harmony with nature ,developing from nature ,ingenuity in light with natural shape and delicacy with appropriate shape ,and lays a lot of emphasis on cultural integration of Confucianism ,Buddhism ,Taoism and local constructional methodology and technology . Therefore , a common genetic code can be traced between the construction of China covered bridges and traditional landscape architectures . From the viewpoint of traditional landscape architectural thought ,and with theories of Building Origination and Typology ,this article analyzes the influencing factors of the construction of China covered bridges ,and explores the relativity of building environment and the building typological similarity between China covered bridges and traditional landscape architectures ,in order to further reveal the ideological root of construction of China covered bridges .

  10. Analysis of the Bridge Construction Technology and the Causes of Cracks%关于桥梁施工技术及裂缝成因的分析

    Institute of Scientific and Technical Information of China (English)

    徐周朝

    2012-01-01

      The bridge is directly related to the quality of national economic development, important factors and the bridge whether cracks exist also affect the quality of the brid-ge.In recent years, China's rapid development of transportation infrastructure, along with the rapid development of traffic, bridge numbers are increasing, but many bridges in did not achieve the expected life appeared, af ecting the normal use of disease and deterioration.Especial y some bridges in use only a few years, or even just completed soon cracked the problem is serious, which has important relationship with the low quality of construction.If the construction technical measures of reasonable design, improve the construction level, a lot of cracks can be overcome and control.This paper makes an analysis and discussion on the bridge cons-truction technology and the causes of cracks.%  桥梁的质量直接关系到国家经济发展,而桥梁是否存在裂缝也是影响桥梁质量的重要因素。近年来,我国交通基础建设发展迅速,随着交通迅速发展,桥梁数目越来越增多,但是很多桥梁在没有达到预期使用寿命,出现了影响正常使用的病害与劣化。尤其是部分桥梁在只使用了几年、甚至刚建成不久就出现严重的裂缝问题,这也与施工质量低下有重要关系。如果采取合理的设计施工技术措施,提高施工水平,很多裂缝是可以克服和控制的。本文针对桥梁施工技术以及其裂缝产生的原因进行分析和讨论。

  11. Marshal of Bridge Construction

    Institute of Scientific and Technical Information of China (English)

    JENNIFER; LIM

    1995-01-01

    EVERYONE, no matter whether a long time Beijing resident or a person who has returned to Beijing after many years away, is well aware that Beijing has changed greatly in past years. Especially noticeable are the number of overpasses that have been built. They serve as a conspicuous characteristic of Beijing as it steps forward to modernization. Since the late 1980s, over 130 magnificent and variously shaped overpasses have sprung up in Beijing city like bamboo shoots after a spring rain. Beijingers are proud of them and foreign friends praise them.

  12. Effects of surface design on aerodynamic forces of iced bridge cables

    DEFF Research Database (Denmark)

    Koss, Holger

    2014-01-01

    In recent years the relevance of ice accretion for wind-induced vibration of structural bridge cables has been recognised and became a subject of research in bridge engineering. Full-scale monitoring and observation indicate that light precipitation at moderate low temperatures between zero and -5......°C may lead to large amplitude vibrations of bridge cables under wind action. For the prediction of aerodynamic instability quasi-steady models have been developed estimating the cable response magnitude based on structural properties and aerodynamic force coefficients for drag, lift and torsion...... influences the accretion of ice to an extent that the aerodynamic forces differ significantly amongst the designs. The experiments were conducted in a wind tunnel facility capable amongst others to simulate in-cloud icing conditions....

  13. Construction and Operation of Railway Bridges and Ferries in the Lower Volga Streamflow (End of 19th – First Half of 20th Century

    Directory of Open Access Journals (Sweden)

    OPALEV M.N.

    2014-06-01

    Full Text Available The article deals with the history of operation of Russia’s first railway ferry and the process of bridge construction across the lower Volga streamflows at Ryazan-Ural (now Volga railway line in Saratov, Stalingrad (Volgograd and Astrakhan. River railway ferries “Saratovskaya pereprava” and “Saratovsky ledokol” were built in 1894 in England and water crafts “Vtoraya pereprava” (1909 and “Stalin” (1926 were floated out in Volga in Nizhny Novgorod, from the Sormov plant. As a rule, the organization of transportations by means of steam locomotives and waggons through Volga during the first half of the 20th century preceded the construction of capital metal railway bridges, such as Astrakhan (1909 and Saratov (1935, and also a combined railway-automobile bridge through the Volga (Stalingrad Hydro-Electric Power Station (1961. The article is devoted not only to the technical features of ferries, bridges, but their efficient use in peace time and war time. So, the carrying capacity of the Saratov railway ferry increased in more than three times from 1907 to 1916. The Ryazan-Ural railway ferries were actively used by new Bolshevist regime. After the railroad construction on the left bank of Volga in autumn and winter of 1941, railway ferries “Stalin” and “Saratovskaya pereprava” were used for the carriage of military trains and population evacuation from the western bank of Volga. The author describes one of the most heroic and tragic facts in the history of Stalingrad battle using the example of the special operation railway ferry flooding and its consequent reconstruction.

  14. Construction Points of Tied-arch Bridge across High-speed Rail:Case Study of the Construction of Tied-arch Bridge across Jihuang High-speed Rail%高速铁路桥施工要点探析--以跨绩黄高速铁路系杆拱桥施工为例

    Institute of Scientific and Technical Information of China (English)

    杨乐绪

    2015-01-01

    系杆拱桥是一种外形美观、成本较低的梁拱组合体系桥,钢管混凝土组合材料在系杆拱桥中的应用能够解决材料高强化、施工轻型化问题,有助于提高拱桥材料的稳定性、耐久性、抗腐蚀性、抗压强度等性能,施工快捷方便,造价较低,且可以缩短工期,因而得到十分广泛的应用。本文以跨绩黄高速大桥1-96m下承钢管混凝土系杆拱桥为例对其施工要点进行分析,以此得出系杆拱桥的优越性。%Tied-arch bridge is the girder and arch combination bridge with beautiful appearance and low-cost. The application of steel concrete composite materials in the tied-arch bridge can solve the problems of highly fortified material and lightweight construction, can improve the stability, durability, corrosion resistance, compressive strength and other properties of bridge material, and its construction is convenient, cost is low, and duration is short, and it has a very wide range of applications. This paper analyzes the construction points of 1-96m below bearing steel concrete tied-arch bridge across the Jihuang high-speed rail to obtain superiority of tied-arch bridge.

  15. 鄂东长江大桥施工过程非线性稳定性分析%Stability Analysis of Edong Yangtze River Bridge during Construction

    Institute of Scientific and Technical Information of China (English)

    赵雷; 孙才志; 杨兴旺

    2012-01-01

    为探讨大跨度混合梁斜拉桥施工过程中结构非线性稳定性的变化规律及其影响因素,以鄂东长江大桥为研究对象,按照结构型式及施工工序的特点,采用LSB和ANSYS有限元软件计算大桥施工过程非线性稳定安全系数并获得结构失稳形态,分析了非线性因素对静力稳定性的影响规律.此外,探讨了混合梁斜拉桥设计与施工工程参数——钢混结合部位置、索梁锚固方式、施工临时荷载及横向风荷载与大桥施工过程非线性稳定性的关系.结果表明,上述工程参数对施工过程非线性稳定性有不同程度的影响,但总体上并非其控制性因素.%In order to research the change law of non-linear stability and its influencing factors of a long-span composite cable-stayed bridge during construction, by taking Edong Yangtze River bridge as research subject, LSB and ANSYS models were built based on the structure type and construction sequence of the bridge to calculate the non-linear stability safety factors during bridge construction and obtain the instability mode. The influencing law of non-linear factors to static stability was analyzed. In addition, the relationships among the stability during construction and steel-concrete connection position, cable-beam anchorage mode, temporary construction loads and cross-wind load were investigated. The research results show that the above factors have different effects on the stability during construction, but they are not controlling factors.

  16. Analysis of Highway Bridge Design and New Construction Technology%公路桥梁设计及施工新技术分析

    Institute of Scientific and Technical Information of China (English)

    张生霞

    2015-01-01

    本文结合GPS新技术、计算机技术以及混凝土新技术等,并对我国目前公路桥梁设计中使用的新技术进行了分析,提出了一些完善公路桥梁设计以及施工的建议,以供参考。%Combining with the GPS new technology, computer technology and new concrete technology, this paper analyzes the new technology used in the current design of highway bridges in China, and puts forward some sug⁃gestions for improving the design and construction of highway bridges for reference.

  17. Taizhou Yangtze River Bridge

    Institute of Scientific and Technical Information of China (English)

    2012-01-01

    Taizhou Bridge lies between Taizhou, Zhenjiang and Changzhou City in Jiangsu Province. The total length of Taizhou Bridge is 62.088 kin. The whole line is designed by freeway codes with six lanes in two directions. The wholeinvestment is 9.37 billion RMB and the planned construction duration is 5.5 years. The main bridge crossing the Yangtze River is a continuous three-pylon two-span suspension bridge with the main span of 1 080 m. The bridge system is realized for the first time and ranks first in the world until now.

  18. Analysis on construction monitoring technology of a multispan variable cross -section continuous girder bridge%浅析某多跨变截面连续梁桥施工监控技术

    Institute of Scientific and Technical Information of China (English)

    俞梁友

    2016-01-01

    Discusses the combination of construction monitoring technology of variable cross section continuous beam bridge bridge,introduces the finite element model theory,alignment monitoring,stress control of the content,to provide reference for similar bridge construction monitoring.%结合某桥多跨变截面连续梁桥施工监控技术进行探讨,详细介绍了有限元模型建立理论、线形监控、应力监控等内容,为类似桥梁施工监测提供参考。

  19. Oscillatory thermocapillary convection in liquid bridges with highly deformed free surfaces: Experiments and energy-stability analysis

    Science.gov (United States)

    Sumner, L. B. S.; Neitzel, G. P.; Fontaine, J.-P.; Dell'Aversana, P.

    2001-01-01

    Laboratory experimentation, numerical simulation, and energy-stability theory are used to examine the effect of interface deformation on the onset of oscillatory thermocapillary convection in half zones. Experiments are performed to map the stability boundaries marking the onset of oscillatory flow, modifying the free-surface deformation by adjusting the volume of liquid in the bridge. The stability results presented here along with those of other researchers [Monti et al., Proceedings of the 43rd Cong. Int. Artro. Fed. (1992); Hu et al., J. Cryst. Growth 142, 379 (1994)] show that free-surface curvature can have a pronounced influence on flow stability. Steady, axisymmetric flow simulations are computed using the commercial code FIDAP to model the conditions of the experiments, and reveal that flow structure near the stability boundary is sensitive to several parameters. Energy theory is applied to these simulations to determine sufficient conditions for stability. Comparisons between the theoretical and experimental results show nonconservative energy limits falling above the experimentally determined stability boundaries for bridges of various liquid volumes. While the trend of the experimental data is predicted for zones of large volume ratio (bulging zones), the same cannot be said for those with small volume ratio (necked-down zones). In addition, energy-stability limits for some undeformed-free-surface cases were determined which are above the linear-stability limits determined by other researchers, in clear contradiction of the roles of the respective theories.

  20. Construction Risk Assessment and Counter Measures of Rotation Construction of LargeTonnage T-shaped Rigid Frame Bridge%大吨位T形刚构桥转体施工风险评估与对策研究

    Institute of Scientific and Technical Information of China (English)

    郭子仪; 车晓军; 范振华; 周庆华

    2014-01-01

    Due to the technical difficulty and uncertainty of rotation construction of large tonnage T-shaped rigid frame bridge,it is necessary to perform construction risk assessment.Based on the risk assessment and management theory,the risk factors in the construction process are identified accord-ing to the comprehensive identification method.The main risk source of the construction process is as-sessed and the corresponding risk control measures are proposed.It is a good reference for the con-struction management and risk assessment of similar bridges.%大吨位 T 形刚构转体桥施工作业技术难度大,不确定因素多,对其施工过程展开风险评估研究非常必要。根据风险评估与管理理论,利用综合识别法识别出转体过程中的施工风险因素,并对转体过程的主要风险源进行风险评估,提出相应施工风险控制对策,为今后类似桥梁施工管理及风险评估提供借鉴。

  1. Hazards of Construction of Municipal Road and Bridge and Method of Prevention%市政路桥施工病害及防治方法

    Institute of Scientific and Technical Information of China (English)

    周静雅; 吴寿龙

    2014-01-01

    In municipal construction process, there are often concrete cracks, corrosion of reinforcements, and poor quality of pavement which have caused great impact on the constru-ction quality of road and bridge, this paper focuses on the an-alysis of the causes of common hazards of municipal constru-ction, and puts forward relevant prevention methods.%在市政路桥施工过程中,经常会遇到混凝土结构裂缝、钢筋锈蚀、铺装层面质量差等病害,对市政路桥施工质量造成了很大的影响,文章重点分析了市政路桥施工常见病害及形成原因,并提出了相应的防治方法。

  2. HSE management for construction of offshore artificial island of Hongkong- Zhuhai- Macao Bridge%港珠澳大桥外海人工岛HSE管理

    Institute of Scientific and Technical Information of China (English)

    肖传龙; 李晓强; 俞博顺

    2016-01-01

    针对港珠澳大桥东人工岛的特点,通过对施工作业管理、船舶安全管理、环保及文明施工管理落实一系列举措,为东人工岛施工提供了安全健康的环境,为安全生产提供了保障。%Focusing on the features of the east artificial island of Hongkong-Zhuhai-Macao Bridge, a series of measures were taken for the management of construction operations, safety management of vessels, and environmental protection and working in a civil manner, thus providing a safe and healthy environment for the construction of the east artificial island and ensuring the safety in construction.

  3. Constructing PDE-based surfaces bounded by geodesics or lines of curvature

    National Research Council Canada - National Science Library

    Huang, Wei-Xian; Wu, Hua-Jing-Ling; Wang, Guo-Jin

    2013-01-01

    In order to explore a new approach to construct surfaces bounded by geodesics or lines of curvature, a method of surface modeling based on fourth-order partial differential equations (PDEs) is presented...

  4. On common accidents in pile foundation construction of roads and bridges and treatment%公路桥梁桩基施工中的常见事故及处理方法

    Institute of Scientific and Technical Information of China (English)

    王飞虎

    2014-01-01

    Combining with work experience,the paper introduces common construction methods for bridge pile foundation,indicates the factors which affect the construction quality of pile foundation construction of roads and bridges,and points out the solutions to the hole collapse,and concrete grouting in the pile foundation construction,so as to ensure the construction quality of bridge pile foundation projects.%结合实际工作经验,介绍了桥梁桩基常用的施工方法,论述了影响公路桥梁桩基施工质量的因素,并提出了对于桥梁桩基施工中塌孔、混凝土灌注问题的解决措施,以确保桥梁桩基工程的施工质量。

  5. Horizontal gust response of 'Tatara Bridge' under construction. 'Tatara ohashi' kasetsuji no taifu anteisei

    Energy Technology Data Exchange (ETDEWEB)

    Matsuda, K.; Iwasaki, T.; Tokushige, M.; Toriumi, R. (Ishikawajima-Harima Heavy Industries Co. Ltd., Tokyo (Japan))

    1999-03-01

    Wind tunnel tests of a long-span cable-stayed bridge under construction were conducted with two types of turbulent boundary layer simulations. The level of agreement between the wind tunnel measurements and a wind buffeting analysis varied with the type of turbulent boundary layer. An investigation of this behavior found that the aerodynamic admittance used in the buffeting analysis was different from the measured aerodynamic admittance. Past research showed that buffeting analysis based on strip theory, which assumes a spanwise correlation between the fluctuating wind velocity and the fluctuating aerodynamic loads, does not always hold. (author)

  6. Foundation works for construction of Danube Bridge II Vidin (Bulgaria)-Calafat (Romania); Puente internacional sobre el rio Danubio entre las localidades de Vidin (Bulgaria) y Calafat (Rumania)

    Energy Technology Data Exchange (ETDEWEB)

    Martinez Martin, J.

    2011-07-01

    The Foundations works of the bridge over the the Danube River II has involved a new technical challenge due to the cathartics of depth and diameter of the piles, and the logistical and human, due to the hard environmental conditions for the execution. This work, awarded to FCC. Construction company in its two contracts. Access to the bridge and Main Bridge has required on the differenced sites, the use of a wide range of foundation systems, since driven precast piles to in in situ pile with permanent casing, installed by vibrating systems and excavated with benoto grabs systems. The enormous responsibility of this phase is evident in the intense camping of characterization tests with static load tests, dynamic and Osterberg cells, as well as control the campaign with Cross-hole tests in 100% of the piles in situ executed, that has allowed no only ensure the highest level of quality on the foundation elements, but also to take the most of the mechanical characteristics of soils provided. The complexity of the execution of more than 24,000 ml pile executed along the more than 2 years duration of the work reach the maximum expression in the more than 6,900 ml of in situ pile made from marine resources, with a maximum depths up to 80 m with 2 m diameter pile. The article intends to give an overview of the site and the execution, associating the different foundation methods used, and the problems that were detected. (Author)

  7. Explosion on the reinforcement design and construction methods of stone arch bridge%石拱桥加固设计及施工方法探讨

    Institute of Scientific and Technical Information of China (English)

    周勇

    2015-01-01

    结合工程案例,对拱背增大截面加固石拱桥的设计方案进行了介绍,并对拱上建筑拆除、主拱圈加固、更换拱腔填料等施工工艺进行了阐述,通过实践证明,采用该加固方法既可大大减少工程投资,又能提高石拱桥的整体承载能力,具有显著的社会和经济效益,对石拱桥的加固具有积极的推广意义。%Combining with engineering examples,the paper introduces the design scheme of arch enlarging section reinforced stone arch bridge, and describes top arch building demolishment,main arch circle reinforcement,and replacing arch filling materials and other construction technol-ogies. Practice proves that:the reinforcement methods can not only reduce engineering investment,but also improve integral bearing capability of stone arch bridge,and has obvious social and economic benefits,which has positive meaning for reinforcing stone arch bridge.

  8. Evaluation of Policy Implementation at Norm Strategy Criteria Procedure Safety Management System that Influence the Safety Culture in Building Construction, Housing, Waterworks, Road and Bridge Project in Indonesia

    Directory of Open Access Journals (Sweden)

    Yusuf Latief

    2017-04-01

    Full Text Available Unideal Safety culture in Indonesia requires an evaluation of policy implementation refers to the construction safety regulation, Ministry Regulation 05/PRT/2014. Out of Norms, Standards, Procedures and Criteria (NSPK, we only have Norms and Procedure. As for Standard and Criteria are still being planned. This research on building, housing, water resource, roads and bridges construction at the Ministry of General Works and Housing resulted in having significant relation between safety policy implementation dimension (Monitoring and sanction / penalty and safety culture dimensions (behavior, safety cost, policy, leadership, man, and strategy. Recommendations for policy improvement are obtained from review and implementation strategy of the significant relation between safety policy implementation dimension and safety culture dimensions.

  9. 高架桥薄壁空心高墩施工%Construction Organizational Design for High Hollow Thin-wall Pier of Viaduct Bridge

    Institute of Scientific and Technical Information of China (English)

    冯世敏

    2014-01-01

    PJ-200 Cantilever formwork ( climbing formwork ) and big steel formwork lifted with tower crane ( turnover formwork construction) have been adopted for the construction of high hollow thin-wall pier of Hewei Bridge at Km:253+353 of Lechang-Guangzhou Expressway, which has achieved good economic benefits.%乐昌至广州高速公路K253+353河尾大桥薄壁空心高墩施工组织设计采用PJ-200悬臂模板(即爬模施工)和塔吊提升大块钢模的方法施工(即翻模施工)相结合的方式,取得了较好的经济效益。

  10. The brief talk of X128 shui -da line yuliang bridge strengthening engineering construction management%浅谈 X128水大线渔梁桥加固工程建设管理

    Institute of Scientific and Technical Information of China (English)

    瓦庆标

    2016-01-01

    随对我局管养的 X128水大线渔梁桥加固工程建设管理进行简单的阐述。%With the rapid development of Chinese social economy,the development of?highway transportation is also ad-vanced rapidly,and the bridge number is also increased.A large number of highway bridges?were founded in 60,70s in our province,under the function of increasing vehicle load,the technical state rapid decreased,soon the level of bridge de-veloped from class one or two to the three or four or even five,which was a threat to people's lives and property safety,and the bridge collapse accident sometimes happened.The paper mainly conduct a Simple exposition on the X128 Shui -Da line Yuliang Bridge strengthening engineering construction management.

  11. Vertical vibration control system for PC cable-stayed bridge during cantilever construction; Shuketa jogedo seishin sochi ni yoru haridashi sekoji no PC shachokyo no seishin

    Energy Technology Data Exchange (ETDEWEB)

    Oshio, M.; Nakano, R.; Niihara, Y.; Yano, K.; Takeda, T. [Kajima Corp., Tokyo (Japan)

    1995-12-20

    A PC cable-stayed bridge under extension construction having long span length may have long-cycle vibration generated because of wind. The vibration puts workers working on main girders into a state of seasick causing the workability to drop. Therefore, with an objective to reduce vibration occurring on the main girders during construction, discussions were given on application of an active type vertical vibration absorbing device. The vibration absorbing device is an active system that a weight is driven vertically by a hydraulic actuator. The device was developed with a target that damping ratio when a maximum extension is 120 m becomes three times that when no vibration is absorbed for a 5-span continuous PC cable-stayed bridge with a length of 675 m, a central span of 260 m, and a width of 11 m. A cage housing the weight is connected with the actuator at its top by using pins, and the weight is supported being suspended from the top of the actuator. Vibration is absorbed by utilizing reactive force generated when the weight is driven vertically by the hydraulic actuator. The hydraulic actuator contains a gas spring that supports the dead weight of the weight. Experiments have verified the effectiveness of the vertical vibration absorbing device. 4 refs., 12 figs., 3 tabs.

  12. Comparison and Analysis for High Pier Formwork Construction of Bridge Engineering%桥梁工程高墩模板施工技术比较分析

    Institute of Scientific and Technical Information of China (English)

    易达; 葸振东

    2016-01-01

    The economical indexes for suspension formwork, climbing formwork, sliding formwork, roller formwork and hanging formwork construction used in bridge piers are compared. From the construction principle, formwork cost, personnel and equipment, construction schedule, construction quality and safety, this paper describes their applicability. The analysis results show that if the bridge has oblique piers, the hydraulic climbing formwork is best; if the pier is not high and has loose schedule, the suspension formwork is suitable;and if it has tight schedule, the sliding formwork should be considered;if considering the comprehensive factors, hanging formwork and roller formwork should be applied.%对桥梁工程高墩用悬模、爬模、滑模、辊模和吊模施工技术经济指标进行比较,从各种施工技术的原理、模板系统成本、人员及机械设备、施工进度、施工质量和施工安全性等方面阐述了其适用性.分析结果表明:如果是带斜率的桥墩施工,则最好用液压爬模施工;如果桥墩不高、进度宽松时可以用悬模施工;强调进度的山区高墩,可考虑滑模施工;如果综合考虑各方因素,则可考虑吊模、辊模施工.

  13. Self-assembly of organic monolayers as protective and conductive bridges for nanometric surface-mount applications.

    Science.gov (United States)

    Platzman, Ilia; Haick, Hossam; Tannenbaum, Rina

    2010-09-01

    In this work, we present a novel surface-mount placement process that could potentially overcome the inadequacies of the currently used stencil-printing technology, when applied to devices in which either their lateral and/or their horizontal dimensions approach the nanometric scale. Our novel process is based on the "bottom-up" design of an adhesive layer, operative in the molecular/nanoscale level, through the use of self-assembled monolayers (SAMs) that could form protective and conductive bridges between pads and components. On the basis of previous results, 1,4-phenylene diisocyanide (PDI) and terephthalic acid (TPA) were chosen to serve as the best candidates for the achievement of this goal. The quality and stability of these SAMs on annealed Cu surfaces (Rrms=0.15-1.1 nm) were examined in detail. Measurements showed that the SAMs of TPA and PDI molecules formed on top of Cu substrates created thermally stable organic monolayers with high surface coverage (∼90%), in which the molecules were closely packed and well-ordered. Moreover, the molecules assumed a standing-up phase conformation, in which the molecules bonded to the Cu substrate through one terminal functional group, with the other terminal group residing away from the substrate. To examine the ability of these monolayers to serve as "molecular wires," i.e., the capability to provide electrical conductivity, we developed a novel fabrication method of a parallel plate junction (PPJ) in order to create symmetric Cu-SAM-Cu electrical junctions. The current-bias measurements of these junctions indicated high tunneling efficiency. These achievements imply that the SAMs used in this study can serve as conductive molecular bridges that can potentially bind circuital pads/components.

  14. Surface residues dynamically organize water bridges to enhance electron transfer between proteins

    CERN Document Server

    de la Lande, Aurélien; Řezáč, Jan; Sanders, Barry C; Salahub, Dennis R; 10.1073/pnas.0914457107

    2010-01-01

    Cellular energy production depends on electron transfer (ET) between proteins. In this theoretical study, we investigate the impact of structural and conformational variations on the electronic coupling between the redox proteins methylamine dehydrogenase and amicyanin from Paracoccus denitrificans. We used molecular dynamics simulations to generate configurations over a duration of 40ns (sampled at 100fs intervals) in conjunction with an ET pathway analysis to estimate the ET coupling strength of each configuration. In the wild type complex, we find that the most frequently occurring molecular configurations afford superior electronic coupling due to the consistent presence of a water molecule hydrogen-bonded between the donor and acceptor sites. We attribute the persistence of this water bridge to a "molecular breakwater" composed of several hydrophobic residues surrounding the acceptor site. The breakwater supports the function of nearby solvent-organizing residues by limiting the exchange of water molecul...

  15. Ablation from calving and surface melt at lake-terminating Bridge Glacier, British Columbia, 1984-2013

    Science.gov (United States)

    Chernos, M.; Koppes, M.; Moore, R. D.

    2016-01-01

    Bridge Glacier is a lake-calving glacier in the Coast Mountains of British Columbia and has retreated over 3.55 km since 1972. The majority of this retreat has occurred since 1991. This retreat is substantially greater than what has been inferred from regional climate indices, suggesting that it has been driven primarily by calving as the glacier retreated across an overdeepened basin. In order to better understand the primary drivers of ablation, surface melt (below the equilibrium line altitude, ELA) and calving were quantified during the 2013 melt season using a distributed energy balance model (DEBM) and time-lapse imagery. Calving, estimated using areal change, velocity measurements, and assuming flotation were responsible for 23 % of the glacier's ablation below the ELA during the 2013 melt season and were limited by modest flow speeds and a small terminus cross-section. Calving and surface melt estimates from 1984 to 2013 suggest that calving was consistently a smaller contributor of ablation. Although calving was estimated to be responsible for up to 49 % of the glacier's ablation for individual seasons, averaged over multiple summers it accounted between 10 and 25 %. Calving was enhanced primarily by buoyancy and water depths, and fluxes were greatest between 2005 and 2010 as the glacier retreated over the deepest part of Bridge Lake. The recent rapid rate of calving is part of a transient stage in the glacier's retreat and is expected to diminish within 10 years as the terminus recedes into shallower water at the proximal end of the lake. These findings are in line with observations from other lake-calving glacier studies across the globe and suggest a common large-scale pattern in calving-induced retreat in lake-terminating alpine glaciers. Despite enhancing glacial retreat, calving remains a relatively small component of ablation and is expected to decrease in importance in the future. Hence, surface melt remains the primary driver of ablation at Bridge

  16. 3D Additive Construction with Regolith for Surface Systems Project

    Data.gov (United States)

    National Aeronautics and Space Administration — Recent work in the NASA Kennedy Space Center (KSC) Surface Systems Office (NE-S) Swamp Works and at the University of Southern California (USC) under two...

  17. Bridge deck surface temperature monitoring by infrared thermography and inner structure identification using PPT and PCT analysis methods

    Science.gov (United States)

    Dumoulin, Jean

    2013-04-01

    One of the objectives of ISTIMES project was to evaluate the potentialities offered by the integration of different electromagnetic techniques able to perform non-invasive diagnostics for surveillance and monitoring of transport infrastructures. Among the EM methods investigated, we focused our research and development efforts on uncooled infrared camera techniques due to their promising potential level of dissemination linked to their relative low cost on the market. On the other hand, works were also carried out to identify well adapted implementation protocols and key limits of Pulse Phase Thermography (PPT) and Principal Component Thermography (PCT) processing methods to analyse thermal image sequence and retrieve information about the inner structure. So the first part of this research works addresses infrared thermography measurement when it is used in quantitative mode (not in laboratory conditions) and not in qualitative mode (vision applied to survey). In such context, it requires to process in real time thermal radiative corrections on raw data acquired to take into account influences of natural environment evolution with time, thanks to additional measurements. But, camera sensor has to be enough smart to apply in real time calibration law and radiometric corrections in a varying atmosphere. So, a complete measurement system was studied and developed [1] with low cost infrared cameras available on the market. In the system developed, infrared camera is coupled with other sensors to feed simplified radiative models running, in real time, on GPU available on small PC. The whole measurement system was implemented on the "Musmeci" bridge located in Potenza (Italy). No traffic interruption was required during the mounting of our measurement system. The infrared camera was fixed on top of a mast at 6 m elevation from the surface of the bridge deck. A small weather station was added on the same mast at 1 m under the camera. A GPS antenna was also fixed at the

  18. Inquiry on construction technology of high bridge pier%桥梁高墩施工技术探讨

    Institute of Scientific and Technical Information of China (English)

    郭卫琦

    2012-01-01

    针对现在工程建设主要采用的翻模、滑模及爬模三种高墩施工技术进行了分析,结合墩柱尺寸为5.5 m×2.5 m的等截面矩形高墩柱为例加以阐述,主要从施工构成、施工工艺及施工要点等方面分别对三种施工技术进行了论述,并提出了施工中的优缺点,以期为类似工程施工提供参考。%The paper analyzes the construction technologies of turnover formwork, sliding formwork and climbing formwork adopted in contemporary engineering construction. Taking the high rectangular pier column with section size of 5.5 m × 2.5 m as an example, the paper discusses three construction techniques from aspects of construction composition, construction technology and construction points and so on, and puts forward construction pros and cons, with a view to provide certain reference for similar engineering construction.

  19. 马鞍山长江公路大桥悬索桥先导索过江施工技术%River-Crossing Construction for Pilot Ropes of Suspension Bridge of Maanshan Changjiang River Highway Bridge

    Institute of Scientific and Technical Information of China (English)

    李猛; 朱小金

    2015-01-01

    马鞍山长江公路大桥左汊主桥为主跨2×1080 m的三塔两跨悬索桥,主缆牵引系统采用先导索过江架设,先导索设计总长2600 m ,分2段,每段1300 m。针对桥址江面宽、悬索桥需两跨过江、跨越长江“黄金航道”、安全要求高、工期紧等因素,对先导索过江方案进行比选,确定该桥先导索采用飞艇过江牵引方案架设。采用T C08X‐2.4G型遥控氦气飞艇牵引先导索,选用φ2 mm迪尼玛绳作为一级导索,采用被动放索装置的力矩电机被动放出先导索。首先由北岸向中塔飞行过江,形成北跨初级牵引系统;然后由中塔向南岸飞行,形成南跨初级牵引系统;最后由人工和卷扬机配合完成1~5级先导索替换,完成先导索过江。飞艇牵引过程中,进行飞行控制、先导索垂度控制和安全控制,保证先导索飞艇过江顺利实施。实践表明,在长江江面不封航情况下,采用飞艇过江牵引方案可以实现先导索安全可靠过江。%The left main bridge of the Maanshan Changjiang River Highway Bridge is a three‐tower suspension bridge with two main spans each of 1 080 m. The traction system for the main cables was erected by using pilot ropes which needed threading across the river .The pilot rope had a total design length of 2 600 m ,which was divided into two sections ,each measuring 1 300 m . Given the fact that the river is wide at the bridge site ,the suspension bridge needs two main spans to cross the river ,more critically ,the suspension bridge crosses the golden navigation channel of Changjiang River ,its safety requirements are demanding and construction schedule is tight ,it is determined via scheme comparison and selection that the pilot ropes be erected by using airship to guide the ropes to cross the river .The TC08X‐2 .4G remote‐controlled helium airship was adopted to guide the pilot ropes .Theφ2 mm Dyneema rope was used as the first

  20. Bridging sciatic nerve gap using tissue-engineered nerves constructed with neural tissue-committed stem cells derived from bone marrow

    Institute of Scientific and Technical Information of China (English)

    Zhiying Zhang; Congli Ren; Chuansen Zhang; Fang Liu; Liang Li

    2009-01-01

    BACKGROUND: Schwann cells are the most commonly used cells for tissue-engineered nerves. However, autologous Schwann cells are of limited use in a clinical context, and allogeneic Schwann cells induce immunological rejections. Cells that do not induce immunological rejections and that are relatively easy to acquire are urgently needed for transplantation.OBJECTIVE: To bridge sciatic nerve defects using tissue engineered nerves constructed with neural tissue-committed stem cells (NTCSCs) derived from bone marrow; to observe morphology and function of rat nerves following bridging; to determine the effect of autologous nerve transplantation, which serves as the gold standard for evaluating efficacy of tissue-engineered nerves.DESIGN, TIME AND SETTING: This randomized, controlled, animal experiment was performed in the Anatomical laboratory and Biomedical Institute of the Second Military Medical University of Chinese PLA between September 2004 and April 2006.MATERIALS: Five Sprague Dawley rats, aged 1 month and weighing 100-150 g, were used for cell culture. Sixty Sprague Dawiey rats aged 3 months and weighing 220-250 g, were used to establish neurological defect models. Nestin, neuron-specific enolase (NSE), glial fibrillary acidic protein (GFAP), and S-100 antibodies were provided by Santa Cruz Biotechnology, Inc., USA. Acellular nerve grafts were derived from dogs.METHODS: All rats, each with 1-cm gap created in the right sciatic nerve, were randomly assigned to three groups. Each group comprised 20 rats. Autograft nerve transplantation group: the severed 1-cm length nerve segment was reverted, but with the two ends exchanged; the proximal segment was sutured to the distal sciatic nerve stump and the distal segment to the proximal stump. Blank nerve scaffold transplantation group: a 1-cm length acellular nerve graft was used to bridge the sciatic nerve gap. NTCSC engineered nerve transplantation group: a 1-cm length acellular nerve graft, in which NTCSCs were

  1. Construction Scheme of EPC Mode Proposed for Main Bridge of Chacao Bridge in Chile%智利查考大桥EPC投标主桥施工方案

    Institute of Scientific and Technical Information of China (English)

    赵有明; 樊挺; 葛国库; 金仓

    2014-01-01

    查考大桥(Puente Chacao )位于智利南部,连接智利本土和奇洛埃岛,由智利公共工程部面向国际招标,采用 EPC模式建设。中国一家联合体提交的投标方案为(216+1045+1190+319) m的三塔两跨连续钢箱梁悬索桥。为了满足招标文件对工程功能及施工工期的要求,对各重要的施工分项经过方案比选后确定:桥塔均采用混凝土塔,塔柱采用液压爬模分节段现浇;南塔和中塔桥塔基础采用扩大基础,北塔采用钻孔灌注桩基础,南、北锚碇均采用重力式锚碇,基坑采用分台阶明挖;加劲梁采用钢箱梁,在国内加工完成后节段整体海运至桥位,采用跨缆吊机吊装架设;主桥设2根主缆,采用PPWS法架设。%Chacao bridge is located in the south of Chile ,linking the mainland and Chiloe Is-land .The tender conducted by Chile′s Department of Public Works is for companies worldwide , and the project will adopt EPC mode . A consortium from China proposed a scheme of (216 +1 045+1 190+319)m three-tower two-span continuous steel box girder suspension bridge .To ac-commodate functions of the project and the construction schedule prescribed in the tender docu-ments ,the solutions for each key construction items were determined through scheme comparison and selection .All the towers are concrete towers ,the columns of which are cast in situ in sections by hydraulic climbing formwork .Spread foundations are chosen for the south and intermediate towers ,and the bored pile foundation for the north tower .The south and north anchor blocks are of gravity type ,foundation pits of which are to be excavated in steps .The stiffening girder adopts steel box girder ,w hich is to be fabricated in China in segments before being shipped to the bridge site .The girder sections will be erected by cable cranes .The main bridge has two main cables which are erected by parallel wire strand method .

  2. Continuous Beam Cantilever of the Luoqing jiang Casting Construction Technology River Extra-large Bridge%洛清江特大桥连续梁悬臂灌筑施工技术

    Institute of Scientific and Technical Information of China (English)

    李锟

    2011-01-01

    This paper makes an explanation about construction technology for bridge segment No. O, the cantilever casting segment, the cast-in-situ segment and the closure segment under cantilever casting construction of the Luoqingjiang extralarge bridge which is of pre-stressed continuous box girder type. It sums up the key technology for construction of continuous beam of the Luoqingjiang extra-large double line bridge.%详细介绍洛清江双线特大桥预应力砼连续箱梁悬臂灌筑的0号号段、悬灌段、现浇段及合龙段施工技术,从而总结出洛清江双线特大桥连续梁关键施工技术。

  3. Railroad Bridges

    Data.gov (United States)

    Department of Homeland Security — Bridges-Rail in the United States According to The National Bridge Inspection Standards published in the Code of Federal Regulations (23 CFR 650.3), a bridge isA...

  4. Study on control of cantilever construction of long-span continuous rigid frame bridges%大跨连续刚构桥悬臂施工控制研究

    Institute of Scientific and Technical Information of China (English)

    彭立强; 刘超; 王冲

    2015-01-01

    随着连续刚构桥施工技术的不断进步,悬臂浇筑成为在实际工程中使用最为广泛的一种连续刚构桥施工方法。在悬臂施工过程中,由于桥梁结构存在由静定结构转变为超静定结构的过程,因此在施工过程中要注意对桥梁线型、内力、预拱度以及挠度等因素进行施工过程监控,以满足桥梁结构的要求。%In recent years, with the continuous progress of the construction technology of continuous rigid frame bridge, cantilever pouring are widely used in practical engineering as a continuous rigid frame bridge construction method. There is a process for bridge structure to change from static structure to hyperstatic struc-ture in the process of the cantilever construction. Therefore, attention should be paid to the bridge linear, in-ternal forces, camber and deflection factors during the construction in order to meet the requirements of the bridge structure.

  5. [Construction of Lactobacillus rhamnosus GG particles surface display system].

    Science.gov (United States)

    Su, Runyu; Nie, Boyao; Yuan, Shengling; Tao, Haoxia; Liu, Chunjie; Yang, Bailiang; Wang, Yanchun

    2017-01-25

    To describe a novel particles surface display system which is consisted of gram-positive enhancer matrix (GEM) particles and anchor proteins for bacteria-like particles vaccines, we treated Lactobacillus rhamnosus GG bacteria with 10% heated-TCA for preparing GEM particles, and then identified the harvested GEM particles by electron microscopy, RT-PCR and SDS-PAGE. Meanwhile, Escherichia coli was induced to express hybrid proteins PA3-EGFP and P60-EGFP, and GEM particles were incubated with them. Then binding of anchor proteins were determined by Western blotting, transmission electron microscopy, fluorescence microscopy and spectrofluorometry. GEM particles preserved original size and shape, and proteins and DNA contents of GEM particles were released substantially. The two anchor proteins both had efficiently immobilized on the surface of GEM. GEM particles that were bounded by anchor proteins were brushy. The fluorescence of GEM particles anchoring PA3 was slightly brighter than P60, but the difference was not significant (P>0.05). GEM particles prepared from L. rhamnosus GG have a good binding efficiency with anchor proteins PA3-EGFP and P60-EGFP. Therefore, this novel foreign protein surface display system could be used for bacteria-like particle vaccines.

  6. Field performance of timber bridges. 5, Little Salmon Creek stress-laminated deck bridge

    Science.gov (United States)

    M. A. Ritter; J. A. Kainz; G. J. Porter

    The Little Salmon Creek bridge was constructed in November 1988 on the Allegheny National Forest in Pennsylvania. The bridge is a simple span, single-lane, stress-laminated deck superstructure that is approximately 26-ft long and 16-ft wide. The bridge is unique in that it is the first known stress-laminated timber bridge to be constructed of hardwood lumber. The...

  7. Field performance of timber bridges. 6, Hoffman Run stress-laminated deck bridge

    Science.gov (United States)

    M. A. Ritter; P. D. Hilbrich Lee; G. J. Porter

    The Hoffman Run bridge, located just outside Dahoga, Pennsylvania, was constructed in October 1990. The bridge is a simple-span, single-lane, stress-laminated deck superstructure that is approximately 26 ft long and 16 ft wide. It is the second stress-laminated timber bridge to be constructed of hardwood lumber in Pennsylvania. The performance of the bridge was...

  8. Tuning the mechanical properties of glass fiber-reinforced bismaleimide–triazine resin composites by constructing a flexible bridge at the interface

    Directory of Open Access Journals (Sweden)

    Xiaoliang Zeng, Shuhui Yu, Maobai Lai, Rong Sun and Ching-Ping Wong

    2013-01-01

    Full Text Available We demonstrate a new method that can simultaneously improve the strength and toughness of the glass fiber-reinforced bismaleimide–triazine (BT resin composites by using polyethylene glycol (PEG to construct a flexible bridge at the interface. The mechanical properties, including the elongation, ultimate tensile stress, Young's modulus, toughness and dynamical mechanical properties were studied as a function of the length of PEG molecular chain. It was found that the PEG molecule acts as a bridge to link BT resin and glass fiber through covalent and non-covalent bondings, respectively, resulting in improved interfacial bonding. The incorporation of PEG produces an increase in elongation, ultimate tensile stress and toughness. The Young's modulus and Tg were slightly reduced when the length of the PEG molecular chain was high. The elongation of the PEG-modified glass fiber-reinforced composites containing 5 wt% PEG-8000 increased by 67.1%, the ultimate tensile stress by 17.9% and the toughness by 78.2% compared to the unmodified one. This approach provides an efficient way to develop substrate material with improved strength and toughness for integrated circuit packaging applications.

  9. Tuning the mechanical properties of glass fiber-reinforced bismaleimide-triazine resin composites by constructing a flexible bridge at the interface

    Science.gov (United States)

    Zeng, Xiaoliang; Yu, Shuhui; Lai, Maobai; Sun, Rong; Wong, Ching-Ping

    2013-12-01

    We demonstrate a new method that can simultaneously improve the strength and toughness of the glass fiber-reinforced bismaleimide-triazine (BT) resin composites by using polyethylene glycol (PEG) to construct a flexible bridge at the interface. The mechanical properties, including the elongation, ultimate tensile stress, Young's modulus, toughness and dynamical mechanical properties were studied as a function of the length of PEG molecular chain. It was found that the PEG molecule acts as a bridge to link BT resin and glass fiber through covalent and non-covalent bondings, respectively, resulting in improved interfacial bonding. The incorporation of PEG produces an increase in elongation, ultimate tensile stress and toughness. The Young's modulus and Tg were slightly reduced when the length of the PEG molecular chain was high. The elongation of the PEG-modified glass fiber-reinforced composites containing 5 wt% PEG-8000 increased by 67.1%, the ultimate tensile stress by 17.9% and the toughness by 78.2% compared to the unmodified one. This approach provides an efficient way to develop substrate material with improved strength and toughness for integrated circuit packaging applications.

  10. 南平闽江大桥斜拉桥挂篮设计与施工技术%The Design and Construction Technology of Suspension Cradle of Nanping Minjiang Cable-stayed Bridge

    Institute of Scientific and Technical Information of China (English)

    李向海

    2011-01-01

    Based on the practical construction experience of Minjiang Bridge of Nanping City Fujian Province,this paper refers to the main technical solutions and application of front-fulcrum suspension cradle in cable-stayed bridge and the design and construction technology of the suspension cradle.%结合福建省南平市闽江大桥工程实际情况,主要介绍了前支点挂篮在斜拉桥施工中的应用、挂篮的设计与施工技术,以及关键技术问题的解决。

  11. Environmental life cycle assessment comparison between two bridge types: reinforced concrete bridge and steel composite bridge

    DEFF Research Database (Denmark)

    Du, Guangli; Karoumi, Raid

    2013-01-01

    not been integrated into the decision-making process. This paper presents a systematic LCA method for quantifying the environmental impacts for bridges. The comparison study is performed between a reinforced concrete bridge and a steel bridge as an alternative design, with several key maintenance and EOL......The concept of sustainable construction has attracted an increased attention. Bridge infrastructures and their belonged construction activities consume considerable material and energy, which is responsible for large environmental burdens. However, the environmental assessment of bridges has...

  12. Enzymic and immunochemical properties of lysozyme. Accurate definition of the antigenic site around the disulphide bridge 30-115 (site 3) by 'surface-simulation' synthesis.

    Science.gov (United States)

    Lee, C L; Atassi, M Z

    1977-12-01

    1. Previous reports from this laboratory have shown that both Lys-33 and Lys-116 are parts of an antigenic site in native lysozyme. Similar studies of tyrosine derivatives indicated that one or both of Tyr-20 and Tyr-23 are located in or very close to an antigenic site in lysozyme. The site, which was located around the disulphide bridge 30-115, was recently shown unequivocally to include the residues Tyr-20, Arg-21, Lys-116, Asn-113, Arg-114, Phe-34 and Lys-33. This was confirmed by the ;surface-simulation' synthetic approach that we have recently developed, in which the foregoing eight surface residues were directly linked via peptide bonds, with intervening spacers where appropriate, into a single peptide. The peptide does not exist in native lysozyme, but simulates a surface region of it. 2. In the present work several surface-simulation peptides were synthesized representing various parts of the region, to determine the minimum structural feature that retains full antigenic reactivity and to investigate if the spatially constructed antigenic site has a preferred direction. 3. The peptide Lys-Asn-Arg-Gly-Phe-Lys exhibited a remarkable inhibitory activity towards the immune reaction of lysozyme and accounted entirely for the maximum expected reactivity of the site in the native protein (i.e. about one-third of the total lysozyme reactivity). An immunoadsorbent of the peptide bound about one-third of the total antibody to lysozyme. 4. The residues Tyr-20 and Arg-21 are not part of the site. The previously reported immunochemical effect observed on nitration of Tyr-20 was due to a deleterious ionic effect exerted by the modified tyrosine residue on the adjacent Lys-96, which is in an entirely different antigenic site of lysozyme. Thus the modification of Tyr-20 impairs the reactivity of an adjacent antigenic site, even though the residue itself is not part of a site. The conformational and immunochemical implications of this finding are discussed. 5. The antigenic

  13. Influences of high-flow events on a stream channel altered by construction of a highway bridge: A case study

    Science.gov (United States)

    Hedrick, Lara B.; Welsh, Stuart A.; Anderson, James T.

    2009-01-01

    Impacts of highway construction on streams in the central Appalachians are a growing concern as new roads are created to promote tourism and economic development in the area. Alterations to the streambed of a first-order stream, Sauerkraut Run, Hardy County, WV, during construction of a highway overpass included placement and removal of a temporary culvert, straightening and regrading of a section of stream channel, and armourment of a bank with a reinforced gravel berm. We surveyed longitudinal profiles and cross sections in a reference reach and the altered reach of Sauerkraut Run from 2003 through 2007 to measure physical changes in the streambed. During the four-year period, three high-flow events changed the streambed downstream of construction including channel widening and aggradation and then degradation of the streambed. Upstream of construction, at a reinforced gravel berm, bank erosion was documented. The reference section remained relatively unchanged. Knowledge gained by documenting channel changes in response to natural and anthropogenic variables can be useful for managers and engineers involved in highway construction projects.

  14. The Importance of Thermal Heat Bridges in Civil Engineering

    Directory of Open Access Journals (Sweden)

    Adriana Tokar

    2011-10-01

    Full Text Available Based on the heat transfer characteristics of a construction, the expected temperatures along interior surfaces must be evaluated in order to predict (and avoid areas of potential moisture condensation. Beyond preventing damage to building materials caused by mould growth, adequate surface temperatures are also a relevant factor in the thermal comfort of an interior environment. An agreable climate in a room can be obtained, when relative humidity is between 40 and 60%. As the air in a room is warmer, the more vapor can absorb (and vice versa, influencing the thermal comfort index. Heat losses are influenced largely by thermal bridges of construction. The importance of the thermal heat bridges is strongly increasing today. In new developments the thermal optimization of junctions in today common low energy constructions receives very special standing. The subject of avoiding thermal bridges in passive houses became predominant.

  15. Comparison of the aerodynamics of bridge cables with helical fillets and a pattern-indented surface

    DEFF Research Database (Denmark)

    Kleissl, K.; Georgakis, C.T.

    2012-01-01

    of the surface pattern introduce a wind-angle of attack dependency that leads to a prediction of Den Hartog galloping instability. For yawed positions, flow transition was found to be independent of the relative cable-wind angle and therefore only governed by the along-wind flow velocity. The helically filleted...

  16. Thermal bridges - calculations, thermal bridge values and impact on energy consumption; Kuldebroer - Beregning, kuldebroverdier og innvirkning paa energibruk

    Energy Technology Data Exchange (ETDEWEB)

    Gustavsen, Arild; Thue, Jan Vincent; Blom, Peter; Dalehaug, Arvid; Aurlien, Tormod; Grynning, Steinar; Uvsloekk, Sivert

    2008-07-01

    This report presents the following: Definition of thermal bridge; Possible consequences of thermal bridges; Methods to decide thermal bridge value, inclusive by numerical calculation; Thermal bridge values for different constructions; A proposal for dynamic Thermal bridge atlas. The project report shows thermal bridge values for different constructions such as window insertion, transition between wall/ceiling, wall/floor, corners and ridge. Thermal bridge values for different kind of floor such as concrete, LECA and hollow core. (AG). refs., figs., tabs

  17. Strengthening of a railway bridge with NSMR and CFRP tubes

    DEFF Research Database (Denmark)

    Täljsten, Björn; Bennitz, Anders; Danielsson, Georg

    2008-01-01

    Strengthening of structures with CFRP is today considered an accepted method to upgrade concrete structures. In this paper two different CFRP strengthening systems are combined to give extended service life to a Swedish double-trough-double-track railway bridge, constructed in concrete with a 10...... meter span. One system is the reliable NSMR (Near Surface Mounted Reinforcement) system while the other one is new; intended to strengthen the interior of a concrete structure, and the other system uses CFRP tubes integrated in drilled holes in the bridge. Both systems are used to increase tensile...... flexural strength of the slab transverse to the tracks. NSMR bars are positioned in the concrete cover on the underside of the bridge, while the new system is inserted in holes drilled through the bridge, in the cross direction and located in the upper part of the bridge slab. In connection...

  18. Construction Scheme for Embedded Pile Caps of Sea-Crossing Bridge Projects of Hongkong-Zhuhai-Macao Bridge%港珠澳大桥海中桥梁工程埋置式承台施工方案

    Institute of Scientific and Technical Information of China (English)

    景强; 苏权科; 陈东兴

    2015-01-01

    The non‐navigable sea‐crossing bridge of Hongkong‐Zhuhai‐Macao Bridge seats on embedded pile caps that are constructed by prefabricating and assembling technique and connected to the pile foundation by the post concreting .To overcome the complex geological and environmen‐tal condition at the bridge site ,the piles caps were constructed by combined use of three schemes , including the dry assembly with large cylinder ,flexible water stopping by separated capsules and the double‐wall interlocked steel box cofferdam with no inner bracing .The large cylinder ,steel cofferdam and water stopping structure with separated capsules installed at the connection of the pile cap and the steel pipe pile ,steel box cofferdam and base sealing concrete were used ,such that dry construction environment can be created for the integrated installation of the pile cap and cast‐ing of the post cast concrete .The large cylinder was driven using large‐scale floating cranes and the vibration driver with eight synchronized hydraulic hammers .The separated capsule water stop‐ping structure is mainly made up of ring chassis ,inner water stopping capsules ,top GINA sealing belt and the tensioning and tightening devices .The double‐wall interlocked steel box cofferdam a‐dopts the technique of block‐by‐block assembling ,monolithic sinking and demolition .The three schemes were analyzed from aspects of feasibility ,construction effect ,construction convenience and economy .T he engineering practice proves that all the three schemes are able to overcome the influence of the severe sea condition well ,have sound applicability and construction efficiency ,and can ensure the pile cap construction to be completed in the scheduled period .%港珠澳大桥海中非通航孔桥承台为埋置式(最大外形尺寸16 m×12 m),采用预制安装工艺,通过后浇混凝土与桩基连接。为克服桥址复杂的地质情况及自然条件,承台采用3种施工方案

  19. Surface-Modified Nanofibrous Biomaterial Bridge for the Enhancement and Control of Neurite Outgrowth

    Science.gov (United States)

    2010-12-22

    wettability of the surface was determined using a sessile drop contact angle system First Ten Ångstroms with an RS170 camera. The contact angles were...coupling reaction 5 mg/ml, 1:1. c Attachment of protein through reaction with amine groups. FIG. 3. Color onlne a Sessile - drop water contact...Thus, scaffolds with fibers in the nanometer regime could be advantageous . Electrospinning is a technique that produces fibers with diameters in the

  20. A scale-bridging modeling approach for anisotropic organic molecules at patterned semiconductor surfaces

    OpenAIRE

    Kleppmann, Nicola; Klapp, Sabine H. L.

    2014-01-01

    Hybrid systems consisting of organic molecules at inorganic semiconductor surfaces are gaining increasing importance as thin film devices for optoelectronics. The efficiency of such devices strongly depends on the collective behavior of the adsorbed molecules. In the present paper we propose a novel, coarse-grained model addressing the condensed phases of a representative hybrid system, that is, para-sexiphenyl (6P) at zinc-oxide (ZnO). Within our model, intermolecular interactions are repre-...

  1. EFFECT OF ELECTRIC FIELD STRENGTH ON SURFACE LAYER DESTRUCTION IN INSULATION CONSTRUCTION

    Directory of Open Access Journals (Sweden)

    Y.G. Gontar

    2013-09-01

    Full Text Available Results of theoretical and experimental studies of surface layer destruction in electrical insulation under lightning surge pulses are given, their impact on the insulation construction durability shown. Causes of water treeing in the surface layers of polymer insulation are analyzed.

  2. MONITORING AND CONTROLLING ON SURFACE SETTLEMENT IN SAND AND GRAVEL STRATA CAUSED BY SUBWAY STATION CONSTRUCTION APPLYING PIPE-ROOF PRE-CONSTRUCTION METHOD (PPM

    Directory of Open Access Journals (Sweden)

    Xian Yang

    2017-07-01

    Full Text Available Pipe-roof Pre-construction Method (PPM is regarded as a safer method to construct underground space, especially suitable for the construction sites with dense surface buildings, underground pipelines and complicated geological conditions. Xinleyizhi Station of Shenyang Metro constructed by PPM. In order to ensure safety in construction, the whole construction process was closely monitored. In this paper, monitoring results of surface settlement in PPM is analyzed. According to the monitoring results, the most serious settlement occurred in pipes jacking, which was the first and the most crucial step in PPM. The settlement reasons in each step are discussed, and controlling methods of surface settlement in each step are elaborated. Through close monitoring and timely control, the construction of Xinleyizhi Station completed smoothly. Because of the obvious advantages of PPM, the method will be used more widely in construction of shallow buried excavation under complicated surrounding and geological conditions.

  3. The stories of two bridges in Ghana

    DEFF Research Database (Denmark)

    Andreasen, Jørgen

    2004-01-01

    Public participation in bridge building was promoted by un habitat in the village of Mankrong. The neighbouring village did not participate in the construction of their bridge. The first flooding washed the second bridge down while the "participative bridge" stood up....

  4. 综述路桥施工技术中钢纤维混凝土技术的使用%The Technology of Steel Fiber Reinforced Concrete in Road and Bridge Construction

    Institute of Scientific and Technical Information of China (English)

    邓强

    2014-01-01

    对于路桥施工而言,混凝土质量对于路桥结构的强度与力学性能有着直接的影响。将钢纤维混凝土技术应用在路桥施工中,能够提升施工质量的安全性与可靠性,这对路桥工程的良性发展有着十分积极的效用。%The quality of concrete has a direct effect on the strength and mechanical property of road and bridge structure. Applying the technology of steel fiber reinforced concrete in road bridge construction can effectively improve the safety and reliability of the construction quality, which has a very positive effect on the development of road and bridge engineering.

  5. 领导在东莞东江大桥施工过程中的体现%Embodiment of Leader during Construction of East River Bridge in Dongguan

    Institute of Scientific and Technical Information of China (English)

    汪述成

    2012-01-01

    Dongguan East River Bridge is a large bridge across the East River, and its construction is a difficult task. By establishing leadership core and leadership system for bridge construction project, according to the quality of leader and the realities of implementation conditions and environment, the author implemented the appropriate level of leadership and had a good effect of leadership.%东莞东江大桥是一座跨东江的特大型桥梁,建造任务艰巨,大桥项目通过构建项目领导核心和领导体系,根据被领导者的素质、实施领导的条件和环境的交际情况,有针对性地实施相应层级的领导方式,产生了良好的领导效果.

  6. A scale-bridging modeling approach for anisotropic organic molecules at patterned semiconductor surfaces.

    Science.gov (United States)

    Kleppmann, Nicola; Klapp, Sabine H L

    2015-02-14

    Hybrid systems consisting of organic molecules at inorganic semiconductor surfaces are gaining increasing importance as thin film devices for optoelectronics. The efficiency of such devices strongly depends on the collective behavior of the adsorbed molecules. In the present paper, we propose a novel, coarse-grained model addressing the condensed phases of a representative hybrid system, that is, para-sexiphenyl (6P) at zinc-oxide (ZnO). Within our model, intermolecular interactions are represented via a Gay-Berne potential (describing steric and van-der-Waals interactions) combined with the electrostatic potential between two linear quadrupoles. Similarly, the molecule-substrate interactions include a coupling between a linear molecular quadrupole to the electric field generated by the line charges characterizing ZnO(10-10). To validate our approach, we perform equilibrium Monte Carlo simulations, where the lateral positions are fixed to a 2D lattice, while the rotational degrees of freedom are continuous. We use these simulations to investigate orientational ordering in the condensed state. We reproduce various experimentally observed features such as the alignment of individual molecules with the line charges on the surface, the formation of a standing uniaxial phase with a herringbone structure, as well as the formation of a lying nematic phase.

  7. 论斜拉桥墩台基础及桩基施工放样%On the cable-stayed bridge pier foundation and pile foundation construction stakeout

    Institute of Scientific and Technical Information of China (English)

    王成全

    2012-01-01

      结合实例介绍了斜拉桥墩台基础、桩基施工放样技术、墩台定位的方法、索塔施工测量放样以及高塔柱施工测量的施工方法。%  The cable-stayed bridge pier foundation, pile foundation construction stakeout technical positioning pier, Sarasota Construction Setting High Tower Construction Survey Construction Methods with examples.

  8. 非对称矮塔铁路斜拉桥塔梁施工监控研究%Construction Monitoring of Asymmetric Extradosed Railway Cable-stayed Bridge Tower Beam

    Institute of Scientific and Technical Information of China (English)

    孙福洋

    2016-01-01

    矮塔斜拉桥,又称部分斜拉桥,是近年来被广泛采用的一种桥梁结构形式。以天津西外环的津保铁路矮塔斜拉桥为工程背景,为确保施工的安全性,对其施工控制进行了研究。首先建立了津保斜拉桥的有限元模型,对结构稳定性和动力特性进行分析;其次建立了施工监测系统,对监测结果进行分析。分析结果表明,津保桥成桥后主梁线形与设计线形基本一致,主梁应力满足规范要求,斜拉桥成桥索力与设计索力基本一致,实时监测提高了津保桥按图施工的精确度。%The extradosed cable-stayed bridge,also known as the partially cable-stayed bridge,is widely used in the form of bridge structure in recent years.In this paper,the Jinbao Extradosed Cable-stayed Bridge at the west outer ring of Tian-jin is taken as the engineering background,and the construction control has been studied for the safety of construction. Firstly,the finite element model of the Jinbao Extradosed Cable-stayed Bridge is established to analyze the structural stabili-ty and dynamic feature of the bridge.Secondly,the construction monitoring system is established to analyze the monitoring results.The results of analysis show that the main beam linear of the Jinbao Bridge is basically the same as the design linear after completion.The stress of the main girder meets the requirements specification and cable tension of the bridge is basi-cally in accordance with the design cable force,the real-time monitoring improves the construction accuracy of the Jinbao Bridge according to the map.

  9. Building a Straw Bridge

    Science.gov (United States)

    Teaching Science, 2015

    2015-01-01

    This project is for a team of students (groups of two or three are ideal) to design and construct a model of a single-span bridge, using plastic drinking straws as the building material. All steps of the design, construction, testing and critiquing stages should be recorded by students in a journal. Students may like to include labelled diagrams,…

  10. Bridging the Gap in Transport Project Evaluation: Accounting for the Inaccuracies in Demand Forecasts and Construction Costs Estimations

    DEFF Research Database (Denmark)

    Salling, Kim Bang; Leleur, Steen

    For decades researchers have claimed that demand forecasts and construction costs estimations are assigned with large degrees of uncertainty, commonly referred to as Optimism Bias. A severe consequence is that ex-ante socio-economic evaluation of infrastructure projects becomes inaccurate and can...... lead to unsatisfactory investment decisions. Thus there is a need for better risk assessment and decision support, which is addressed by the recently developed UNITE-DSS model. It is argued that this simulation-based model can offer decision makers new and better ways to deal with risk assessment....

  11. A probabilistic bridge safety evaluation against floods.

    Science.gov (United States)

    Liao, Kuo-Wei; Muto, Yasunori; Chen, Wei-Lun; Wu, Bang-Ho

    2016-01-01

    To further capture the influences of uncertain factors on river bridge safety evaluation, a probabilistic approach is adopted. Because this is a systematic and nonlinear problem, MPP-based reliability analyses are not suitable. A sampling approach such as a Monte Carlo simulation (MCS) or importance sampling is often adopted. To enhance the efficiency of the sampling approach, this study utilizes Bayesian least squares support vector machines to construct a response surface followed by an MCS, providing a more precise safety index. Although there are several factors impacting the flood-resistant reliability of a bridge, previous experiences and studies show that the reliability of the bridge itself plays a key role. Thus, the goal of this study is to analyze the system reliability of a selected bridge that includes five limit states. The random variables considered here include the water surface elevation, water velocity, local scour depth, soil property and wind load. Because the first three variables are deeply affected by river hydraulics, a probabilistic HEC-RAS-based simulation is performed to capture the uncertainties in those random variables. The accuracy and variation of our solutions are confirmed by a direct MCS to ensure the applicability of the proposed approach. The results of a numerical example indicate that the proposed approach can efficiently provide an accurate bridge safety evaluation and maintain satisfactory variation.

  12. Determination of Mean Dynamic Topography (MDT) to Bridge Geoid and Mean Sea Surface Height (SSH) with a New Elliptic Equation

    Science.gov (United States)

    Chu, P. C.

    2016-12-01

    Mean dynamic topography (MDT, η) bridges the geoid and the mean sea surface (from satellite altimetry) and constrains large scale surface geostrophic circulations. It can be estimated from either satellite or underwater ocean temperature (T) and salinity (S) data. Satellite altimeter measures sea surface height (SSH) with high precision and unique resolution above a reference ellipsoid (not geoid). Two Gravity Recovery and Climate Experiment (GRACE) satellites launched in 2002, provide data to compute the marine geoid [called the GRACE Gravity Model (GGM)] (see website: http://www.csr.utexas.edu/grace/). The MDT is the difference of altimetry-derived mean SSH and the mean marine geoid (using GGM or pre-GRACE gravity model such as EGM96). A major difficulty arises that the spatial variations in mean SSH and marine geoid are approximately two orders of magnitude larger than the spatial variations in η.The second approach (using T, Sdata) is based on geostrophic balance, which is at the minimum energy state in the linear Boussinesq primitive equations with conservation of potential vorticity. In this paper, a new elliptic equation, -[∂x(gh/f2)∂xη+∂y(gh/f2)∂yη]+η = (g/f2)(∂C/∂x-∂B/∂y)is derived to determine MDT with H the water depth, g the gravitational acceleration, and coefficients (B, C) depend on 3D mean temperature (T) and salinity (S) data. Numerical approach transforms the elliptic equation into a set of well-posed linear algebraic equations of η at grid points. The solution for the North Atlantic Ocean (100oW-6oW, 7oN-72oN) on 1oX1ogrids with the coefficients (B, C) calculated from the three-dimensional (T, S) data of the NOAA National Centers for Environmental Information (NCEI) World Ocean Atlas 2013 version 2 (http://www.nodc.noaa.gov/OC5/woa13/woa13data.html) and H from the NOAA ETOPO5 (https://www.ngdc.noaa.gov/mgg/fliers/93mgg01.html), compares well with the difference (also considered as the MDT) between the time-averaged SSH and

  13. Construction of super-hydrophobic iron with a hierarchical surface structure

    Science.gov (United States)

    Yuan, Zhiqing; Bin, Jiping; Wang, Xian; Wang, Menglei; Peng, Chaoyi; Xing, Suli; Xiao, Jiayu; Zeng, Jingcheng; Xiao, Ximei; Fu, Xin

    2014-04-01

    Wettability of an iron surface is crucial for the wide applications of iron in practice. In this work, a hierarchical structure highly similar to that of the underside of a bamboo leaf was constructed on an iron surface via the template method and controllable etching. After modification by stearic acid, the iron surface with hierarchical structure showed excellent water repellency, with an average contact angle of 156° and a sliding angle of 3°. X-ray diffraction (XRD) techniques and Fourier transform infrared spectroscopy (FTIR) are applied to examine the chemical components of an iron surface.

  14. CONSTRUCTION OF G2 CONTINUOUS CURVES ON SURFACE WITH PLANAR CUBIC B(E)ZIER CURVES

    Institute of Scientific and Technical Information of China (English)

    Wang Xiaoping; Zhang Weizhong; Zhang Liyan; Zhou Rurong

    2005-01-01

    The problem of constructing curve on parametric surface (or surface that can be parameterized) such that it interpolates a sequence of points with prescribed tangent direction and curvature vector (or geodesic curvature) at every point and the issue of curve blending on this kind of surface are researched. The mapping and tangent mapping from the surface to its parametric plane are introduced and thus several conclusions with differential geometry are deduced. Based on those conclusions, the problem of interpolating (or blending) curve on a parametric surface is converted to a similar one on its parametric plane. The final solution curve of either interpolation or blending issue is explicit and can still be expressed by parametric form. And so, unlike existing methods, the presented method needs not to use any surface/surface intersection algorithms, usually a troublesome process, for displaying such interpolation curve. Experiment results show the presented methods are feasible and applicable to CAD/CAM and computer graphics.

  15. 连续梁拱组合桥梁上部结构施工关键技术研究%On the Key Construction Technology of the Superstructure of Continuous Beam-arch Combination Bridge

    Institute of Scientific and Technical Information of China (English)

    何永泉

    2015-01-01

    随着我国社会水平的提升,经济步伐的推进,我国的交通事业也在这个过程中得到了较大程度的发展。其中,连续梁拱组合桥梁是我国现今桥梁建设中非常重要的一个类型,近年来,已经有很多城市利用该种类型建设桥梁。本文将深入地研究分析连续梁拱组合桥梁上部结构施工关键技术,同时提出相应的政策建议。%With the ascension of social level and the progress of economic, the transportation industry of China also gets a larger degree of development in the process. The combination bridge of continuous beam-arc is a very important type in the current bridge construction of China. In recent years, there are many cities using this type to construct bridges. This paper deeply researches and analyzes the key construction technology of the superstructure of continuous beam-arch combination bridge and puts forward the related policy suggestions.

  16. Collaborative tool for collecting reference data on the density of constructed surfaces worldwide

    Science.gov (United States)

    Elvidge, Christopher D.; Tuttle, Benjamin T.; Sutton, Paul C.

    2010-11-01

    We have developed a web-based interface for the collection of surface cover type data using gridded point counts on displays of high spatial resolution color satellite imagery available in Google Earth. The system is designed to permit a distributed set of analysts to contribute gridded point counts to a common database. Our application of the system is to develop a calibration for estimating the density of constructed surface areas worldwide at 1 km2 resolution based on the brightness of satellite observed lights and population count. The system has been used to collect a test data set and a preliminary calibration for estimating the density of constructed surfaces. We believe the web-based system could have applications for research projects and analyses that require the collection of surface cover type data from diverse locations.

  17. Research on Construction Technology for No. 0 Section of Four-track Long Span Rigid Frame Bridge%四线大跨度刚构桥0号段施工技术研究

    Institute of Scientific and Technical Information of China (English)

    李瑞俊

    2015-01-01

    刚构桥梁中0号段作为悬臂梁施工的起点,在悬臂施工、运营中是应力最集中、应力变化最复杂的梁节段,其施工质量控制全桥质量,也影响梁体后期使用运营。文章结合目前国内四线铁路单T最大跨度刚构桥,系统研究了大跨度刚构桥“长、高、大”0号段模板、托架设计与施工、混凝土浇筑工艺、线形与应力监测分析,解决“长大”0号段施工中难题,取得的施工技术成果值得同类工程借鉴。%No. 0 section of rigid frame bridge, as the starting point of cantilever beam construction, is of the most con-centrated stress and the most complex stress variation in the cantilever construction and operation, its construction quality controls the full bridge quality, it also affects the post operation of beam body. Combined with the current four-track sin-gle T rigid frame railway bridge with maximum span in China, formwork, design and construction of bracket, concrete pouring process, linear and stress monitoring analysis of long, high, large No. 0 section of long-span rigid frame bridge are systematically studied, the problems during construction of long and large No. 0 section are resolved,the achieve-ments of construction technology can provide reference for similar engineering.

  18. Yeast surface display for antibody isolation: library construction, library screening, and affinity maturation.

    Science.gov (United States)

    Van Deventer, James A; Wittrup, Karl Dane

    2014-01-01

    Antibodies play key roles as reagents, diagnostics, and therapeutics in numerous biological and biomedical research settings. Although many antibodies are commercially available, oftentimes, specific applications require the development of antibodies with customized properties. Yeast surface display is a robust, versatile, and quantitative method for generating these antibodies and is accessible to single-investigator laboratories. This protocol details the key aspects of yeast surface display library construction and screening.

  19. Research on tensile strength characteristics of bridge deck pavement bonding layers

    Science.gov (United States)

    Wu, Shaopeng; Han, Jun

    2010-03-01

    As the development of the traffic in the world, the bridge deck pavement is playing a more and more important role in the whole traffic system. Big span bridge has become more and more especially cement concrete bridge, therefore the bridge deck pavement bonding layers are emphasized as an important part of bridge traffic system, which can mitigate travel impact to bridge and magnify stationary or traffic amenity. The quality and durability of deck pavement bonding layer has directly effect on traffic safety, comfort, durability and investment of bridge. It represents the first line of defence against the ingress of water, road de-icing salts and aggressive chemicals. In real project, many early age damage of bridge deck pavement has become serious disease that affecting the function of bridge. During the construction of the bridge deck, many types of asphalt binders were used, such as styrene-butadiene-styrene (SBS) modified asphalt, styrene-butadiene rubber (SBR) modified asphalt, neoprene latex asphalt, etc. In this paper UTM-25 was used to test the tensile strength of different bridge deck pavement bonding layers with the different treatment methods to inter-surface.

  20. Analysis of Cost Estimates in the Construction of Railway Bridge Project%铁路桥梁工程施工成本测算的分析研究

    Institute of Scientific and Technical Information of China (English)

    裴爱丽

    2014-01-01

    本文主要结合实际工程经验就铁路桥梁工程施工的成本构成、影响施工成本的相关因素以及施工成本的具体测算作了进一步地分析和探讨。%Combined with practical engineering experience, this paper makes a further analysis and discussion of the com-position of construction cost, the related factors influencing the construction cost and the detailed estimates of construction cost in railway bridge engineering.

  1. Recycled aggregate in road construction following the Spanish General Technical Specifications for Roads and Bridge Works (PG-3: a case study

    Directory of Open Access Journals (Sweden)

    Martín-Morales, M.

    2013-03-01

    Full Text Available This research characterizes four samples of recycled aggregate for their potential use in road construction projects in consonance with the Spanish General Technical Specifications for Roads and Bridge Works (PG-3. Although some fractions were of sufficient quality for the construction of embankments, backfills, and quarry-run fills, they were ultimately found to be unsuitable for the construction of underground drainage, granular structural layers, soil stabilization and concrete pavements. They were negatively evaluated because of their particle size distribution and sulfate content. Nevertheless, the quality of this recycled aggregate could be substantially improved by manually removing the gypsum before the crushing process at the plant or by selecting the material with greater care at the beginning of the process. Finally, we suggest that Construction and Demolition (C&D waste plant managers should modify the manufacturing process to obtain a suitable particle size distribution in accordance with PG-3 requirements and the projected use of the aggregate.

    En esta investigación se han caracterizado cuatro muestras de árido reciclado para su potencial uso en obras de carreteras en España siguiendo el Pliego de Prescripciones Técnicas Generales para Obras de Carreteras y Puentes (PG-3. Aunque algunas fracciones presentaron suficiente calidad para la construcción de terraplenes, rellenos localizados y rellenos todo en uno, resultaron inadecuadas para la construcción de drenes subterráneos, zahorras, suelos estabilizados y pavimentos de hormigón. Obtuvieron una evaluación negativa en cuanto a distribución granulométrica y contenido en sulfatos. No obstante, la calidad de este árido reciclado podría mejorar sustancialmente eliminando manualmente el yeso antes de la trituración en planta o seleccionando el material con un mayor cuidado al inicio del proceso. Finalmente, recomendamos que los empresarios de las plantas de residuos

  2. INTOLERANT ATTITUDES BUILD WALLS AND BLOCK THE CONSTRUCTION OF BRIDGES: a cognitive-discoursive analysis of systematic metaphor emersion in opinion article genre

    Directory of Open Access Journals (Sweden)

    Ana Cristina Pelosi

    2016-03-01

    Full Text Available The article presents partial results of a research which is aimed at verifying how figurative language, specifically metaphoric and metonymic language, present in different textual genres such as the literary and the journalistic genres, contributes to the emergence and negotiation of meaning. The theoretic and methodological basis of the research comes from Conceptual Metaphor Theory, originally proposed by Lakoff and Johnson (1980 and expanded in the 90’s by theoreticians such as Grady (1997, and from Metaphor-Led Discourse Analysis (CAMERON ET AL, 2009; CAMERON; MASLEN, 2010. Research implementation involves two stages. An analysis of four exemplars of the genres under investigation according to Metaphor-Led Discourse Analysis and a second analysis, still to be carried out, of the talk of three focus groups composed by students of a state school in Santa Maria, RS, after the reading of the different genres. The preliminary analysis presented of the opinion article selected for this study reveals the presence of image-kinesthetic schemas and metaphoric/metonymic vehicles which structure the language present in the analyzed genre and contribute to the emergence of the systematic metaphor INTOLERANT ATTITUDES BUILD WALLS AND BLOCK THE CONSTRUCTION OF BRIDGES.

  3. 某大桥承台大体积混凝土温控分析%Temperature Control of Mass Concrete Construction of Fuping railway bridge

    Institute of Scientific and Technical Information of China (English)

    范倩倩

    2016-01-01

    某大桥26#墩承台施工,采用低热水泥,并掺入矿物、粉煤灰、引气剂和高效减水剂,降低水化热,增强混凝土强度、耐久性;分层浇筑、铺设冷循环水管,增强混凝土散热能力,降低混凝土内部温度;在施工过程严格实行控温保温养护措施,进行实时温度监测,实现了大体积混凝土温度控制的信息化施工,为混凝土保温保湿养护提供依据,为同类工程提供参考价值。%The mass concrete construction of number 26 pile cap of the Bridge makes use of low heat cement , mixed with mineral,fly ash,air-entraining agent,and concrete water-reducer to cut down the hydration heat as well as enhance the concrete strength and durability.Reducing the internal temperature of the concrete by set-ting circulating cooling water pipes and stratified pouring.The implementing of strict temperature control , preservation measures and real-time dynamic temperature monitoring in the working process makes the infor-mation construction of mass concrete temperature control come true.The study provides reference to the heat and humidity preservation of concrete and other similar projects.

  4. 23 CFR 650.807 - Bridges requiring a USCG permit.

    Science.gov (United States)

    2010-04-01

    ... 23 Highways 1 2010-04-01 2010-04-01 false Bridges requiring a USCG permit. 650.807 Section 650.807... BRIDGES, STRUCTURES, AND HYDRAULICS Navigational Clearances for Bridges § 650.807 Bridges requiring a USCG... improvement or construction of a bridge over navigable waters except for the exemption exercised by FHWA...

  5. Modeling and Understanding BOD Removal Processes in Free-Water Surface Constructed Wetlands

    Science.gov (United States)

    Deng, Z.

    2016-12-01

    Free-water surface constructed wetlands have proven to be effective systems for removal of various pollutants in wastewater and agricultural drainage water. Modeling tools are needed for understanding the processes and mechanisms responsible for the removal of pollutants and for the design of new constructed wetlands. This paper presents a new model for mimicking the processes and mechanisms controlling the removal of BOD (biochemical oxygen demand) in free-water surface constructed wetlands. The processes and mechanisms, simulated in the model, include advection, dispersion, diffusion, monod kinetics of bacterial growth, water gains (via precipitation) and losses (evaporation and seepage) and mass exchange between water column and root layers of a wetland. A novel feature of the new model is the incorporation of a dynamic diffusive root-zone. Sensitivity analysis of the model input vaiables indicates that the BOD removal in free water surface constructed wetlands is most sensitive to the biological removal process of BOD in the root zone, controlled by acetic acid and anaerobic bacteria in root zone, and the flow velocity (controlling mean hydraulic residence time) and organic carbon in the water column. The application of the new model is demonstrated through two case studies involving two distinct constructed wetlands with one (Gustine Wetland) for treatment of secondary wastewater located in the USA and another (Lake Manzala Engineered Wetland) for treatment of agricultural drainage water in Egypt. The model is relatively simple yet effective, as evidenced by the high coefficient of determination of 0.73 - 0.99 for the Gustine Wetland and 0.98 for Manzala Wetland. The model is a reliable and efficient tool for designing constructed wetlands and for understanding effects of various processes and mechanisms on the treatment efficiency of wastewater in constructed wetlands.

  6. 浅埋暗挖法穿越既有桥梁的施工风险控制%Risk control crossing the existing bridge with shallow tunnel construction

    Institute of Scientific and Technical Information of China (English)

    周正宇; 苏洁

    2012-01-01

    According to the possible risks during construction, this paper has established the risk control system of crossing the existing bridge which includes risk identification, risk evaluation, risk handling and risk monitoring by shallow tunnel construction. This system is used in the construction of underground culvert at Western Third Ring road crossing the Huayuan Bridge. The results prove that risk controlling system has managed to reach the expected goal and the operation of existing bridge is safe during the tunnel construction.%从施工中可能存在的风险出发,通过风险识别、风险评估、风险应对和风险监控4个方面建立浅埋暗挖隧道穿越既有桥梁施工风险控制体系,并将其应用于北京西三环暗挖穿越既有花园桥的施工过程.结果表明,穿越施工风险控制达到了预期的控制目标,实现了既有桥梁在隧道施工过程中的安全运营.

  7. Spatially resolved gap closing in single Josephson junctions constructed on Bi2Te3 surface

    Science.gov (United States)

    Pang, Yuan; Wang, Junhua; Lyu, Zhaozheng; Yang, Guang; Fan, Jie; Liu, Guangtong; Ji, Zhongqing; Jing, Xiunian; Yang, Changli; Lu, Li

    2016-11-01

    Full gap closing is a prerequisite for hosting Majorana zero modes in Josephson junctions on the surface of topological insulators. Previously, we have observed direct experimental evidence of gap closing in Josephson junctions constructed on Bi2Te3 surface. In this paper we report further investigations on the position dependence of gap closing as a function of magnetic flux in single Josephson junctions constructed on Bi2Te3 surface. Project supported by the National Basic Research Program of China (Grant Nos. 2009CB929101 and 2011CB921702), the National Natural Science Foundation of China (Grant Nos. 91221203, 11174340, 11174357, 91421303, and 11527806), and the Strategic Priority Research Program B of the Chinese Academy of Sciences (Grant No. XDB07010100).

  8. The Infrastructure Engineering Construction Technology and Quality Control of Municipal Bridge%市政桥梁下部构造工程施工技术与质量控制

    Institute of Scientific and Technical Information of China (English)

    黄华

    2014-01-01

    Municipal Bridge has get huge development at the same time, which stil exist many problems on the basis of the construction itself difficulty. The important causes of unqua-lified substandard bridge are the bot om structure not reaso-nable. This article tries to analysis of the construction tech-nology and quality control of the municipal bridge infrastru-cture so as to provide reference for the future bridge con-struction.%市政桥梁也得到了大力发展的同时,基于其工程施工本身的难度,仍然存在着许多的问题,造成桥梁质量不合格的重要原因就是下部构造不合理。本文试着分析市政桥梁下部构造的施工技术和质量控制,为未来的桥梁建设提供借鉴。

  9. Effects of surface roughness and cross-sectional distortion on the wind-induced response of bridge cables in dry conditions

    DEFF Research Database (Denmark)

    Matteoni, G.; Georgakis, Christos T.

    2015-01-01

    by local alterations of their inherent surface roughness and shape. Small deviations from ideal circularity result in significant changes in the static drag and lift coefficients with Reynolds number. The present study focuses on the wind-induced response of a full-scale yawed bridge cable section model......, for varying Reynolds numbers and wind angles-of-attack. Using passive-dynamic wind tunnel tests, it is shown that the in-plane aerodynamic damping of a bridge cable section, and the overall dynamic response, is strongly affected by changes in the wind angle-of-attack. Using the drag and lift coefficients......, determined in static conditions for an identical cable model as the one used for passive-dynamic tests, the in-plane aerodynamic damping is evaluated by employing a one-degree-of-freedom (1 DOF) quasi-steady analytical model. Similarly, it is shown that regions of instability associated with the occurrence...

  10. On the Causes and Treatment Measures of Diseases in Road and Bridge Construction%路桥施工中病害的原因及处理措施

    Institute of Scientific and Technical Information of China (English)

    2013-01-01

      本文围绕路桥病害的种类介绍、路桥施工中发生病害的根本原因、路桥病害的处理措施三大方面展开讨论,对路桥施工中病害的原因及处理措施进行了简单的分析。%This paper discuss measures from three aspects of the species introduction, root cause, treatment measure of dise-ases in road and bridge construction, and makes a simple ana-lysis of diseases and treatment measures in road and bridge co-nstruction.

  11. 桥梁建设与河道行洪纳潮的适应性分析%Analysis of adaptability for bridge construction and river channel for coursing flood and tide

    Institute of Scientific and Technical Information of China (English)

    徐林春; 赵明登; 张庭荣; 何书琴

    2012-01-01

    Taking a grand bridge engineering for example,the method of combination of one-dimensional river network mathematical model and local river 2-D tidal flow mathematical model is used to calculate and analyze the influence of the bridge on river coursing flood and tide.The problem of adaptability for bridge construction and river coursing flood and tide is discussed from layout of axis,elevation of beam at the bridge bottom,form of pier and cushion cap,combination of the bridge span,degree of water resistance,relation between the pier of the bridge and the dike,etc.Some general suggestions about the arrangement of the bridge pier and cushion cap are proposed to make the bridge construction to adapt the ability of the river flood and tide as far as possible;and the suggestions can be provided to the department of water administration as a reference for administrative licensing.%以某特大桥为例,采用大范围一维网河数学模型与工程局部河道平面二维潮流数学模型相结合的方法,对该特大桥的行洪、纳潮影响进行了计算和分析.从大桥工程的轴线布置、梁底标高、墩台形式、桥跨组合、阻水程度、建设项目与堤防关系等方面论述了跨河桥梁建设与河道行洪、纳潮之间的适应性问题.为减少桥梁建设对河道行洪、纳潮的影响,从桥梁墩台布置等方面提出了指导性建议,使桥梁建设尽可能与河道行洪、纳潮能力相适应,也为水行政主管部门的行政许可提供参考.

  12. Dynamic Bridge Response for a Bridge-friendly Truck

    Directory of Open Access Journals (Sweden)

    V. Šmilauer

    2004-01-01

    Full Text Available A truck with controlled semi-active suspensions traversing a bridge is examined for benefits to the bridge structure. The original concept of a road-friendly truck was extended to a bridge-friendly vehicle, using the same optimization tools. A half-car model with two independently driven axles is coupled with simply supported bridges (beam, slab model with the span range from 5 m to 50 m. Surface profile of the bridge deck is either stochastic or in the shape of a bump or a pot in the mid-span. Numerical integration in the MATLAB/SIMULINK environment solves coupled dynamic equations of motion with optimized truck suspensions. The rear axle generates the prevailing load and to a great extent determines the bridge response. A significant decrease in contact road-tire forces is observed and the mid-span bridge deflections are on average smaller, when compared to commercial passive suspensions. 

  13. 昌平钢-混凝土结合连续刚构桥的设计与施工%Design and Construction of Steel and Concrete Continuous Composite Rigid Frame of Changping Overpass Bridge

    Institute of Scientific and Technical Information of China (English)

    马立芬; 王冰

    2012-01-01

    The Changping Overpass Bridge is a steel and concrete continuous composite rigid-frame bridge arranged in two continuous units, each being (37 + 60 + 79 + 42. 5) m and (42. 5 + 79 + 42. 5) m. The main girder of the bridge is designed as a steel and concrete composite one, of which the steel box girder is of the single-cell, single-box and vertical web section and the deck slabs are the reinforced concrete structure. The box girder is rigidly fixed with the concrete pier shaft at the intermediate pier and all pier columns of the bridge are the rectangular ones. The fi-nite element program MIDAS Civil was used to establish the calculation model for spatial struc-ture of the whole bridge, the static force of the bridge was calculated and analyzed and the results of the calculation and analysis proved that the stress and structural strength of the box girder could meet the relevant requirements in the codes. To minimize the interference of construction to the traffic under the bridge, the box girder was fabricated in shop and lifted in place at the bridge site. The precast deck slabs were installed by the discontinuous method in the sequence of the parts of the bridge at the midspan first and the parts close to the supports late.%昌平跨线桥采用两联跨度为(37+60+79+42.5)m及(42.5+79+42.5)m的钢-混凝土结合连续刚构型式.该桥主梁为钢-混凝土结合梁,钢箱梁采用单箱单室直腹板截面,桥面板为钢筋混凝土结构,钢箱梁在中墩处与混凝土墩身固结,下部结构墩柱均采用矩形桥墩.采用有限元程序MIDAS Civil建立全桥空间结构计算模型,对该桥进行静力计算分析,结果表明钢箱应力及结构强度均满足规范要求.为减少对桥下交通的影响,该桥钢箱梁采用工厂预制、现场吊装的方法施工,预制桥面板按先跨中后支点的顺序施工,采用间断法安装.

  14. 厦漳跨海大桥建造的关键技术问题及对策%Critical Technical Problems and Countermeasures for Construction of Xiazhang Sea-Crossing Bridge

    Institute of Scientific and Technical Information of China (English)

    易云焜; 王明銮; 伍波; 钟琼

    2013-01-01

    The Xiazhang Sea-Crossing Bridge,totally 9.333 km long,is made up of four major parts of the north bridge,Haimen Island interchange and toll service area,south bridge and Haiping interchange.The construction conditions (including the severe stratum weathering,strong corrosive marine environment,frequent typhoon visiting and high intensity earthquake) of the bridge are complicated.In this paper,the critical technical problems and countermeasures taken in the construction of the bridge are summarized.In the light of the special engineering geology of the north main bridge,the measures of adjusting the span length of the cable-stayed bridge,utilizing the short and long piles and improving the boring machines were taken.To ensure the durability of the structures of the whole bridge,the corrosion protection measures of the high performance marine concrete and rust inhibitor for the concrete structures and the long-term protection coating system and dehumidifiers for the steel structures were taken.To ensure the wind safety of the south and north main bridges,the wind resistant measures of utilizing the temporary piers in the construction process and the guide vanes,dampers,vibration absorbers at the operation stage were taken and to meet the specified seismic resistance target,the measures of utilizing the dampers for the main bridges and the sliding and limiting lead core rubber bearings for the approach bridges were taken.%厦漳跨海大桥全长9.333 km,分为北汊桥、海门岛立交及收费服务区、南汊桥、海平立交四大部分,工程建设条件复杂(包括地层层状风化严重、海洋强腐蚀环境、多台风、高地震烈度等),对该工程建造过程中的关键技术问题及对策进行总结.针对北汊主桥特殊的工程地质状况,采用调整斜拉桥跨径、设置长短桩、改进钻机等处理措施;为确保大桥结构的耐久性,对混凝土结构采用海工高性能混凝土、阻锈剂,对钢结构采用长效型

  15. Construction and diversity analysis of a murine IgE phage surface display library

    Institute of Scientific and Technical Information of China (English)

    LIZONGDONG; MINGYEH

    1997-01-01

    To make further investigation of the IgE antibody repertoire in Trichosanthin (TCS) allergic responses,a murine IgE phage surface display library was constructed (3.0×105 independent clones).We first constructed the Vε cDNA library (4.6×105 independent clones) and Vκ cDNA library (3.0×105 independent clones).Then,the Vε and Vκgene segments were amplified from both libraries by PCR respectively,and assembled into Fab fragment by SOE PCR.The phage library containing Fabs was thus constructed.The diversity of Vε from this library was analyzed and proved.Fab clones with high specificity to TCS have been screened out.

  16. Artificial Molecular Machine Immobilized Surfaces: A New Platform To Construct Functional Materials.

    Science.gov (United States)

    Zhang, Qi; Qu, Da-Hui

    2016-06-17

    Artificial molecular machines have received significant attention from chemists because of their unique ability to mimic the behaviors of biological systems. Artificial molecular machines can be easily modified with functional groups to construct new types of functional molecular switches. However, practical applications of artificial molecular machines are still challenging, because the working platform of artificial molecular machines is mostly in solution. Artificial molecular machine immobilized surfaces (AMMISs) are considered a promising platform to construct functional materials. Herein, we provide a minireview of some recent advances of functional AMMISs. The functions of AMMISs are highlighted and strategies for their construction are also discussed. Furthermore, a brief perspective of the development of artificial molecular machines towards functional materials is given.

  17. Myocardial Bridging

    Directory of Open Access Journals (Sweden)

    Shi-Min Yuan

    2016-02-01

    Full Text Available Abstract Myocardial bridging is rare. Myocardial bridges are most commonly localized in the middle segment of the left anterior descending coronary artery. The anatomic features of the bridges vary significantly. Alterations of the endothelial morphology and the vasoactive agents impact on the progression of atherosclerosis of myocardial bridging. Patients may present with chest pain, myocardial infarction, arrhythmia and even sudden death. Patients who respond poorly to the medical treatment with β-blockers warrant a surgical intervention. Myotomy is a preferred surgical procedure for the symptomatic patients. Coronary stent deployment has been in limited use due to the unsatisfactory long-term results.

  18. Higher-Order Level-Set Method and Its Application in Biomolecular Surfaces Construction

    Institute of Scientific and Technical Information of China (English)

    Chandrajit L. Bajaj; Guo-Liang Xu; Qin Zhang

    2008-01-01

    We present a general framework for a higher-order spline level-set (HLS) method and apply this to biomolecule surfaces construction. Starting from a first order energy functional, we obtain a general level set formulation of geometric partial differential equation, and provide an efficient approach to solving this partial differential equation using a C2 spline basis. We also present a fast cubic spline interpolation algorithm based on convolution and the Z-transform, which exploits the local relationship of interpolatory cubic spline coefficients with respect to given function data values. One example of our HLS method is demonstrated, which is the construction of biomolecule surfaces (an implicit salvation interface) with their individual atomic coordinates and solvated radii as prerequisites.

  19. Modelling railway bridge asset management

    OpenAIRE

    Le, Bryant Linh Hai

    2014-01-01

    The UK has a long history in the railway industry with a large number of railway assets. Railway bridges form one of the major asset groups with more than 35,000 bridges. The majority of the bridge population are old being constructed over 100 years ago. Many of the bridges were not designed to meet the current network demand. With an expected increasing rate of deterioration due to the increasing traffic loads and intensities, the management authorities are faced with the difficult task of k...

  20. Demonstration of dual-band infrared thermal imaging for bridge inspection. Phase II, final report

    Energy Technology Data Exchange (ETDEWEB)

    Durbin, P.F.; Del Grande, N.K.; Schaich, P.C.

    1996-03-01

    Developing and implementing methods of effective bridge rehabilitation is a major issue for the Federal Highway Administration (FHWA). The nation spends $5 billion annually to replace, rehabilitate or construct new bridges. According to the National Bridge Inventory, over 100,000 U.S. bridges are structurally deficient. About 40,000 of these bridges have advanced deck deterioration. The most common causes of serious deck deterioration is delamination. Delaminations result when steel reinforcements within the bridge deck corrode, creating gaps that separate the concrete into layers. A reliable inspection technology, capable of identifying delaminations, would represent a power new tool in bridge maintenance. To date, most bridge inspections rely on human interpretation of surface visual features of chain dragging. These methods are slow, disruptive, unreliable and raise serious safety concerns. Infrared thermal imaging detects subsurface delaminations and surface clutter, which is introduced by foreign material on the roadway. Typically, foreign material which is not always evident on a video tape image, produces a unique IR reflectance background unlike the thermal response of a subsurface delamination. Lawrence Livermore National Laboratory (LLNL) uses dual-band infrared (DBIR) thermal imaging to identify and remove nonthermal IR reflectance backgrounds from foreign material on the roadway. DBIR methods improve the performance of IR thermal imaging by a factor of ten, compared to single-band infrared (SBIR) methods. DBIR thermal imaging allows precise temperature measurement to reliably locate bridge deck delaminations and remove wavelength-dependent emissivity variations due to foreign material on the roadway.

  1. Construction of Recombinant Modified Vaccinia Ankara (MVA) Expressing Hepatitis B Virus Surface Antigen

    Institute of Scientific and Technical Information of China (English)

    2006-01-01

    The T lymphocyte response has been shown to be the determinant in the clearance of many viral infections.Hence, therapeutic vaccine candidates against HBV are designed to enhance this response of the immune system.Vaccinia virus vector-based vaccines have been proposed as excellent candidates to elicit long-term and strong T lymphocyte mediated immune responses. In this study, the recombinant MVA expressing HBV surface antigen has been constructed, which can elicit a potent T cell mediated response. The ELISA results for the surface protein in the medium of the recombinant MVA, strongly indicate that the recombinant virus has been successfully obtained.

  2. Operations analysis for lunar surface construction: Results of two office of exploration case studies

    Science.gov (United States)

    Bell, Lisa Y.; Boles, Walter; Smith, Alvin

    1991-08-01

    In an environment of intense competition for Federal funding, the U.S. space research community is responsible for developing a feasible, cost-effective approach to establishing a surface base on the moon to fulfill long-term Government objectives. This report presents the results of a construction operations analysis of two lunar scenarios provided by the National Aeronautics and Space Administration (NASA). Activities necessary to install the lunar base surface elements are defined and scheduled, based on the productivities and availability of the base resources allocated to the projects depicted in each scenario. The only construction project in which the required project milestones were not completed within the nominal timeframe was the initial startup phase of NASA's FY89 Lunar Evolution Case Study (LECS), primarily because this scenario did not include any Earth-based telerobotic site preparation before the arrival of the first crew. The other scenario analyzed. Reference Mission A from NASA's 90-Day Study of the Human Exploration of the Moon and Mars, did use telerobotic site preparation before the manned phase of the base construction. Details of the analysis for LECS are provided, including spreadsheets indicating quantities of work and Gantt charts depicting the general schedule for the work. This level of detail is not presented for the scenario based on the 90-Day Study because many of the projects include the same (or similar) surface elements and facilities.

  3. Start-up of a free water surface constructed wetland for treating olive mill wastewater

    Directory of Open Access Journals (Sweden)

    Michailides Michail

    2015-01-01

    Full Text Available An olive mill's existing evaporation pond was separated into five cells and transformed into a free water surface constructed wetland. The constructed wetland was used as a post-treatment stage for olive mill wastewater (OMW. Wastewater was previously treated by an aerobic trickling filter. The influent concentrations in the constructed wetland were 27400 mg.L-1, 4800 mg.L-1, 105 mg.L-1 and 770 mg.L-1 for COD, phenols, ortho-phosphate and TKN, respectively. Despite the rather high influent concentrations, the performance of the constructed wetland was very good since after the 60-day start-up operation period it achieved removal rates of about 94%, 95%, 95% and 98% for COD, phenols, ortho-phosphate and TKN, respectively. The major pollutant removal processes can be attributed to both biological processes occurring in the wetland and photo-oxidation. Laboratory-scale experiments with OMW from fifth cell of the wetland revealed that the net contribution of photo-oxidation after 112 hours of simulated solar radiation at 765 W/m2 (i.e. about 38 days of sunlight irradiation was 18% and 31% removal for COD and phenols, respectively. In the constructed wetland, the total removal reached 81% and 86% for COD and phenols, respectively, for the same time period (38 days.

  4. Optimum selection on bridge erection with floating crane in East China Sea Bridge and Hangzhou Bay Bridge

    Institute of Scientific and Technical Information of China (English)

    Shunquan Qin; Pu Zhou; Youheng Hua

    2004-01-01

    @@ Introduction With the rapid development of China′s economy, many bridges will be built over the Chinese coastal waters of Pacific Ocean. Among them, construction of East China Sea Bridge has been commenced in June 2001, and will be completed at the end of 2005, Hangzhou Bay Bridge was also started to construct in June 2003(Fig. 1). These two ultralong bridges are designed as twin expressway bridges standing side by side each carries a 3-lane one-way carriageway. The total width is 31.5m and 33.0m respectively. East China Sea Bridge starts from Nanhui District, Shanghai and extends to the Yangshan Deep Water Port Area, which is located at one of the Qiqu Islands. The total length of the bridge is about 31.0 km, in which 25 km are on the sea, and 22 km is in the unnavigable region. Hangzhou Bay Bridge across the mouth of Qiantang River.

  5. Building Bridges One Line at a Time

    Science.gov (United States)

    Grigsby, Cathy Murray

    2012-01-01

    In this article, first-grade students were taught the different kinds of lines that were part of the construction of various bridges--the curved lines of the arches of stone bridges, straight lines connecting the cables of a suspension bridge, vertical lines, horizontal lines, and so on. They gained practice in drawing structures and in fine brush…

  6. Treatment of Stormwater Runoff and Landfill Leachates Using a Surface Flow Constructed Wetland

    Directory of Open Access Journals (Sweden)

    A. Snow

    2008-01-01

    Full Text Available A surface flow wetland was constructed in the Burnside Industrial Park, Dartmouth, Nova Scotia, to treat stormwater runoff from the surrounding watersheds which are comprised primarily of commercial properties and two former landfills. The aim was to protect a freshwater ecosystem that consists of a 4.6 km long brook and two lakes. The ability of the constructed wetland to retain iron and manganese from the influent water was investigated and the change in pH of the water as it flowed through the cells was assessed. In 2004, the total iron removal efficiency of the constructed wetland ranged from a low of 47.13 % to a high of 84.74 % and in 2006 ranged from a low of 35.56 % to a high of 78.49 % depending on rain events. The outlet total iron concentrations in 2006 were not significantly different from those reported for 2004. In 2004, the total manganese removal efficiency of the constructed wetland ranged from a low of 25.75 % to a high of 51.61 % and in 2006 ranged from a low of 0.0 % to a high of 33.33 % depending on rain events. The inlet and the outlet total manganese concentrations in the constructed wetland from August to October 2006 were significantly higher than the inlet and the outlet total manganese concentrations reported for August to October 2004 because water levels in the constructed wetland were very low and the average pH of the outlet water was lower in 2006. In 2004 and 2006, the pH of the water in the constructed wetland had average inlet values of 6.70 and 6.26 and average outlet values of 7.28 and 6.70, respectively.

  7. Risk Analysis and Countermeasures on Stage of Large Span Self - anchored Suspension Bridge Construction%大跨度自锚式悬索桥建设阶段风险分析及对策

    Institute of Scientific and Technical Information of China (English)

    李涛; 张傅洋

    2011-01-01

    Research purposes: All risks existing design and construction were recognized on design scheme of main bridge of Yangmeizhou bridge and structure system innovation using engineering risk assessment method and main risk factors were put forward. According to risk occurrence probability and risk loss, grade judgment of bridge risks was given. At last, preventive measures to reduce and control risk were proposed.Research conclusions; Four items of main risk factors were showed in this design by risk identification, namely? Structure system innovation risk of Long - span Self - anchored Suspension Bridges, adverse weather condition risk on construction safety,? Box beam? Multiple points incremental launching construction risk on deformation and stability, boats accidental collision risk on temporary piers during construction. According to risk occurrence probability and risk loss,the whole risk level belongs to the second grade, which could be accepted, and preventive measures should been put into implement to promote the safety of bridge construction.%研究目的:针对杨梅洲大桥主桥设计方案和结构体系创新,采用工程风险评估方法,对设计和施工中存在的各种风险进行识别,提出主要风险因素、风险发生概率和风险损失,给出本桥风险等级判别,提出降低和控制风险的防范措施.研究结论:(1)通过风险识别,提出了4项主要风险因素,即:大跨度自锚式悬索桥结构体系创新风险、恶劣气候条件对施工安全的影响风险、箱梁多点顶推施工对结构变形稳定的安全影响风险、施工期间通航船只对江中临时支墩的偶然碰撞风险;(2)根据风险发生概率和风险损失,确定了本桥的风险等级为Ⅱ级中度风险;(3)通过制定应对策略、采取抗风险措施等方法,可以达到将本桥建设风险降到最低程度、保证安全实施的目标.

  8. 基于AutoLISP的程序化绘制桥梁承台施工图的应用开发%Development of AutoLISP-based construction drawing of the bridge pile cap

    Institute of Scientific and Technical Information of China (English)

    葛新广; 刘宇桦; 苏发财

    2016-01-01

    The application of AutoLISP program in quickly and accurately solving the drawing of the construction drawing of the rectangular pile cap of bridge is studied. Firstly, the characteristics of bridge pile cap construction drawings are analyzed. Secondly, based on the study of AutoLISP program blocks, the most effective programming module of drawing bridge pile cap construction diagrams is established;finally, a menu function to the block of Au-toCAD is added to the special menu. So, only by using a small number of key parameters, a method of drawing pile cap of bridge engineering drawing is found, which is well interactive and highly efficient.%利用AutoLISP程序化绘图功能对解决桥梁矩形承台快速准确绘图的问题进行了研究。首先分析了桥梁承台施工图的特点;其次对基于AutoLISP的桥梁承台施工图绘制程序块进行研究,寻找最有效的编程模块;最后利用菜单定义功能将该程序块添加到AutoCAD的专用菜单中。由于该方法利用AutoCAD的菜单及对话框,只需输入少量关键参数就能绘制符合制图规范要求的桥梁承台工程图纸,具有交互性好、绘制质量及效率高的特点。

  9. The Tension Deformation and the Construction Survey Questions of GuoZiGou Cable-stayed Bridge Tower Beam%果子沟斜拉桥塔梁张拉的变形及施工测量问题

    Institute of Scientific and Technical Information of China (English)

    胡东武; 李霞

    2011-01-01

    This paper to Yili autonomous prefecture GuoZiGou cable-stayed bridge of the tower construction Z2 # as an example,the detailed description of the tower in the tower,the characteristics of asynchronous construction beam to the construction of the measurement of monitoring and measurement lofting combined,thereby improving job process,improve work efficiency,and to ensure the accuracy of the construction of the tower.%对新疆伊犁自治州果子沟斜拉桥Z2#主塔施工中针对主塔进行塔梁异步施工的特点,将施工中的测量监控与测量放样结合起来,从而改进工作流程,提高工作效率,确保主塔施工精度。

  10. Construction of 3D micropatterned surfaces with wormlike and superhydrophilic PEG brushes to detect dysfunctional cells.

    Science.gov (United States)

    Hou, Jianwen; Shi, Qiang; Ye, Wei; Fan, Qunfu; Shi, Hengchong; Wong, Shing-Chung; Xu, Xiaodong; Yin, Jinghua

    2014-12-10

    Detection of dysfunctional and apoptotic cells plays an important role in clinical diagnosis and therapy. To develop a portable and user-friendly platform for dysfunctional and aging cell detection, we present a facile method to construct 3D patterns on the surface of styrene-b-(ethylene-co-butylene)-b-styrene elastomer (SEBS) with poly(ethylene glycol) brushes. Normal red blood cells (RBCs) and lysed RBCs (dysfunctional cells) are used as model cells. The strategy is based on the fact that poly(ethylene glycol) brushes tend to interact with phosphatidylserine, which is in the inner leaflet of normal cell membranes but becomes exposed in abnormal or apoptotic cell membranes. We demonstrate that varied patterned surfaces can be obtained by selectively patterning atom transfer radical polymerization (ATRP) initiators on the SEBS surface via an aqueous-based method and growing PEG brushes through surface-initiated atom transfer radical polymerization. The relatively high initiator density and polymerization temperature facilitate formation of PEG brushes in high density, which gives brushes worm-like morphology and superhydrophilic property; the tendency of dysfunctional cells adhered on the patterned surfaces is completely different from well-defined arrays of normal cells on the patterned surfaces, providing a facile method to detect dysfunctional cells effectively. The PEG-patterned surfaces are also applicable to detect apoptotic HeLa cells. The simplicity and easy handling of the described technique shows the potential application in microdiagnostic devices.

  11. The construction of a zwitterionic PVDF membrane surface to improve biofouling resistance.

    Science.gov (United States)

    Shen, Xiang; Zhao, Yiping; Chen, Li

    2013-09-01

    Biofouling of membrane surfaces by the attachment of microorganisms is one of the major obstacles for ensuring the effectiveness of membrane separation processes. This work presents the construction of a zwitterionic PVDF membrane surface with improved resistance to biofouling. An amphiphilic copolymer of poly(vinylidene fluoride)-graft-poly(N,N-dimethylamino-2-ethylmethacrylate) (PVDF-g-PDMAEMA) was first synthesized via radical graft copolymerization and then the flat membrane was cast with immersed phase inversion. The PDMAEMA side chains tended to aggregate on the membrane surface, pore surface and internal pore channel surface, and were converted with 1,3-propane sultone (1,3-PS) to yield a zwitterionic membrane surface. A higher conversion of PDMAEMA chains and distribution of zwitterions were obtained using a longer treatment time. A biofouling assay indicated that incorporation of zwitterions suppressed the adsorption of extracellular polymer substances and the adhesion of Escherichia coli bacterial cells to the membrane surface, endowing the membrane with a high flux recovery and biofouling resistance in the filtration process.

  12. 南京长江四桥有黏结预应力精细化施工质量控制技术%Quality Control Technology of Bonded Prestressed Precise Construction in Nanjing Yangtze River Fourth Bridge

    Institute of Scientific and Technical Information of China (English)

    濮卫; 郭正兴; 宗海; 刘家彬

    2011-01-01

    In the 1980s and 1990s, the main work content of prestressed engineering quality control were controlling the steel strand quality and improving the anchorage equality in China. During the 21 st century,principal target in domestic engineering field was enhancing the durability of the prestressed concrete structure. In the background of main bridge and approach bridge in connecting engineering of Nanjing Yangtze River Fourth Bridge, the paper detailedly introduced the quality control technology in precise construction of bonded prestressed engineering, which ensured the durability of prestressed concrete bridge.%我国预应力工程质量控制,20世纪八九十年代以控制钢绞线质量和提高锚具质量为主要工作内容.进入21世纪后,提高预应力混凝土结构的耐久性成为国内工程领域新的主攻目标.以南京长江第四大桥接线工程主线桥及引桥为工程背景,详细介绍了有黏结预应力工程的精细化施工质量控制技术,保证了预应力混凝土桥梁的耐久性.

  13. An Expert System for Concrete Bridge Management

    DEFF Research Database (Denmark)

    Brito, J. de; Branco, F. A.; Thoft-Christensen, Palle

    1997-01-01

    management systems are presently being implemented by bridge authorities in several countries. The prototype of an expert system for concrete bridge management is presented in this paper, with its functionality relying on two modules. The inspection module relies on a periodic acquisition of field......The importance of bridge repair versus new bridge construction has risen in recent decades due to high deterioration rates that have been observed in these structures. Budgets both for building new bridges and keeping the existing ones are always limited. To help rational decision-making, bridge...

  14. Vibrational dynamics of the bifluoride ion. I. Construction of a model potential surface

    Science.gov (United States)

    Epa, V. C.; Choi, J. H.; Klobukowski, M.; Thorson, W. R.

    1990-01-01

    Construction of an extended model potential surface for the bifluoride ion [FHF-] is described, based on ab initio calculations for the free ion at the CID (configuration interaction, double replacement) level with a Huzinaga-Dunning double-zeta basis set. 710 data points were generated, for displacements in the three noncyclic vibrational coordinates exploring the potential surface to a height at least 30 000 cm-1 above its minimum, and giving a realistic account of the dissociation into HF+F-. Analogous calculations were made for HF and F- using the same basis. The predicted hydrogen bond energy (De) is 48.13 kcal/mol, with equilibrium F-F separation Re =4.2905 a.u., in good agreement with other recent calculations. A model potential has been constructed, based on a superposition of Morse potentials associated with each H-F distance plus a fairly structureless correction function expressible as a 36-term least-squares polynomial in the prolate spheroidal coordinates used to describe vibrational displacements. The resulting model surface fits all 710 ab initio data points with an r.m.s. deviation of 65.6 cm-1, and points less than 15 000 cm-1 above the minimum with a deviation of 26.3 cm-1. This surface provides the basis for a series of vibrational dynamics studies on the FHF- system being done in this laboratory.

  15. Constructive feedback for the growth of laser-induced periodic surface structures

    CERN Document Server

    Déziel, Jean-Luc; Gagnon, Denis; Dubé, Louis J; Messaddeq, Sandra H; Messaddeq, Younès

    2015-01-01

    We study the formation and growth of laser-induced periodic surface structures (LIPSSs) with the finite-difference time-domain (FDTD) method. We use a recently proposed inter-pulse feedback method to account for the evolution of the surface morphology between each laser pulse sent to the surface of the processed material. This method has been used with an ablation-like mechanism, by removing material exposed to a light intensity higher than a given threshold. We propose an inverse mechanism, an expansion-like mechanism, able to grow structures that the ablation-like process cannot. This allows us to introduce the notions of constructive and destructive feedback and explains a strong contradiction between the standard Sipe-Drude theory and the experimental observations, i. e. the formation on metals of structures usually linked to wide band gap dielectrics.

  16. 复杂环境下的桥墩基坑支护施工及监测%CONSTRUCTION AND MONITORING TECHNIQUE OF BRIDGE PIER FOUNDATION PIT SUPPORT UNDER COMPLEX CONDITIONS

    Institute of Scientific and Technical Information of China (English)

    姜志刚

    2012-01-01

    In Caofeidian Nachao River Bridge project, the foundation pit of main bridge pier base has a maximum depth of 13.5m and it is adjacent to railway and breakwater. During construction of foundation pit, the combined supporting system of steel sheet pile plus internal support is adopted, D-type beam is used to strengthen adjacent rail line, and pile foundation is selected as a base supporting the beam, so as to guarantee construction safety and safe operation of existing railway and to successfully complete the Nachao River Bridge project.%曹妃甸纳潮河大桥工程,主桥墩承台基坑最大深度达13.5m,且紧邻既有铁路线及防浪堤,承台基坑施工中采用钢板桩+内支撑组合支护体系,并采取D型便梁对紧邻的铁路线路进行加固,选择桩基作为便梁的支墩,达到确保施工安全和既有铁路安全运营,顺利完成纳潮河大桥建设.

  17. A Fast Variational Method for the Construction of Resolution Adaptive C-Smooth Molecular Surfaces.

    Science.gov (United States)

    Bajaj, Chandrajit L; Xu, Guoliang; Zhang, Qin

    2009-05-01

    We present a variational approach to smooth molecular (proteins, nucleic acids) surface constructions, starting from atomic coordinates, as available from the protein and nucleic-acid data banks. Molecular dynamics (MD) simulations traditionally used in understanding protein and nucleic-acid folding processes, are based on molecular force fields, and require smooth models of these molecular surfaces. To accelerate MD simulations, a popular methodology is to employ coarse grained molecular models, which represent clusters of atoms with similar physical properties by psuedo- atoms, resulting in coarser resolution molecular surfaces. We consider generation of these mixed-resolution or adaptive molecular surfaces. Our approach starts from deriving a general form second order geometric partial differential equation in the level-set formulation, by minimizing a first order energy functional which additionally includes a regularization term to minimize the occurrence of chemically infeasible molecular surface pockets or tunnel-like artifacts. To achieve even higher computational efficiency, a fast cubic B-spline C(2) interpolation algorithm is also utilized. A narrow band, tri-cubic B-spline level-set method is then used to provide C(2) smooth and resolution adaptive molecular surfaces.

  18. Constructing iterative non-uniform B-spline curve and surface to fit data points

    Institute of Scientific and Technical Information of China (English)

    LIN Hongwei; WANG Guojin; DONG Chenshi

    2004-01-01

    In this paper, based on the idea of profit and loss modification, we present the iterative non-uniform B-spline curve and surface to settle a key problem in computer aided geometric design and reverse engineering, that is, constructing the curve (surface)fitting (interpolating) a given ordered point set without solving a linear system. We start with a piece of initial non-uniform B-spline curve (surface) which takes the given point set as its control point set. Then by adjusting its control points gradually with iterative formula,we can get a group of non-uniform B-spline curves (surfaces) with gradually higher precision. In this paper, using modern matrix theory, we strictly prove that the limit curve (surface) of the iteration interpolates the given point set. The non-uniform B-spline curves (surfaces) generated with the iteration have many advantages, such as satisfying the NURBS standard, having explicit expression, gaining locality, and convexity preserving,etc.

  19. 框架桥上岔区板式无砟轨道施工技术研究%Construction Technology for Laying Ballastless Slab Track in Switch Area on Frame Type Bridge

    Institute of Scientific and Technical Information of China (English)

    贺欣; 伍卫凡

    2011-01-01

    研究目的:高速铁路线路要求标准高,受到地形条件的限制,有时不得不将道岔设置在框架桥上.为了最终实现岔区板式无砟轨道布设于框架桥上,研究总结具体的施工技术.研究结论:框架桥上岔区板式无砟轨道施工技术包括铺设高强度挤塑板和滑动层、浇筑底座板混凝土、铺 设道岔板、灌注水泥乳化沥青砂浆、剪切连接道岔板和制作侧向挡块等.框架桥上岔区板式无砟轨道施工工序多,施工技术较为复杂,需要严格控制施工质量和施工精度,以满足岔区板式无砟轨道少维修和高平顺性的技术要求.%Research purposes: As the track standard of high - speed railway is high, sometimes the switch has to be installed on frame type bridge due to the limitation of the landscape.So it is necessary to research and summarize the construction technology for laying slab ballastless slab track in switch area on frame type bridge.Research conclusions :The construction technology for laying slab ballastless slab track in switch area on frame type bridge includes technologies of laying the extruded board and sliding layer with high stremgth, pouring the concrete of base layer, laying the switch slab, pouring the emulsified asphalt slurry, nailing the switch slab and producing lateral chock block.The construction technology for laying ballastless slab track in switch area on frame type bridge is very complex with many work procedures.It must ensure and strictly control the construction quality and precision in order to meet the requests of less maintenance and high regurality of slab ballastless track in switch area on frame type bridge.

  20. The boundary-constraint method for constructing vortex-surface fields

    Science.gov (United States)

    Xiong, Shiying; Yang, Yue

    2016-11-01

    We develop a boundary-constraint method for constructing the vortex-surface field (VSF) in a three-dimensional fluid velocity field. The isosurface of VSF is a vortex surface consisting of vortex lines, which can be used to identify and track the evolution of vortical structures in a Lagrangian sense. The evolution equation with pseudo-time is solved under the boundary constraint of VSF to obtain an approximate solution of VSF. Using the boundary-constraint method, we construct the VSFs in Taylor-Green flow and transitional channel flow. The uniqueness of VSF are demonstrated with different initial conditions, and the consistency of this boundary-constraint method and the previous two-time approach for constructing VSF is discussed. In addition, the convergence error in the calculation of VSF is analyzed. This work has been supported in part by the National Natural Science Foundation of China (Grant Nos. 11522215 and 11521091), and the Thousand Young Talents Program of China.

  1. Parameters analysis for assistant cables of system for transient main cable and catwalk of long-span suspension bridges at construction stages

    Science.gov (United States)

    Li, Shengli; Ou, Jinping

    2009-03-01

    On the basis of static, dynamic and transient analysis for the prestressing cable structures, the parameters to control the vibration of the system for transient main cables and catwalk of some long-span suspension bridge at the construction stages with the assistant cables are investigated adopting the method of the finite element considering the geometry nonlinearity. The review and prospect to control vibration with assistant cables are summarized, the finite element modeling of the system for transient main cables and catwalk is established, and the influence of the position of the assistant cables, disposed fashion and the tensile forces upon the critical frequencies of the system for transient main cables and catwalk is researched. At the same time, the effect of the damp and the tensile forces of the assistant cables on the equivalent damping ratio of the system for transient main cables and catwalk inside and outside the plane is studied and the effect to control the vibration of the system is analysed. In the end, the influence of the transformation for the tensile forces about assistant cables upon those of the transient main cables and catwalk is also investigated. Results show that, to increase the critical frequencies of the system, the assistant cables should be laid vertically with the main cables and be located in interim span or between the tower and interim span, and to increase the amount of the assistant cables can increase the critical frequencies ,and to increase the rigidities of the assistant cables can improve the ones of the transient main cables but decrease the anti-torsion ability of the catwalks, and to increase the damp of the assistant cables can improve the vibration of the transient main cables inside and outside the plane but the result is little outside the plane, and in addition the effect of the rigidities of the assistant cables is larger outside the plane but is little inside the plane. The results also show that the

  2. What determines water-bridge lifetimes at the surface of DNA? Insight from systematic molecular dynamics analysis of water kinetics for various DNA sequences.

    Science.gov (United States)

    Yonetani, Yoshiteru; Kono, Hidetoshi

    2012-01-01

    The lifetime during which a water molecule resides at the surface of a biomolecule varies according to the hydration site. What determines this variety of lifetimes? Despite many previous studies, there is still no uniform picture quantitatively explaining this phenomenon. Here we calculate the lifetime for a particular hydration pattern in the DNA minor groove, the water bridge, for various DNA sequences to show that the water-bridge lifetime varies from 1 to ~300ps in a sequence-dependent manner. We find that it follows 1/k(V(step))P(m), where P(m) and V(step) are two crucial factors, namely the probability of forming a specific hydrogen bond in which more than one donor atom participates, and the structural fluctuation of DNA, respectively. This relationship provides a picture of the water kinetics with atomistic detail and shows that water dissociation occurs when a particular hydrogen-bonding pattern appears. The rate constant of water dissociation k can be described as a function of the structural fluctuations of DNA. This picture is consistent with the model of Laage and Hynes proposing that hydrogen-bond switching occurs when an unusual number of hydrogen bonds are formed. The two new factors suggested here are discussed in the context of the surface's geometry and electrostatic nature, which were previously proposed as the determinants of water lifetimes.

  3. Constructing Potential Energy Surfaces for Polyatomic Systems: Recent Progress and New Problems

    Directory of Open Access Journals (Sweden)

    J. Espinosa-Garcia

    2012-01-01

    Full Text Available Different methods of constructing potential energy surfaces in polyatomic systems are reviewed, with the emphasis put on fitting, interpolation, and analytical (defined by functional forms approaches, based on quantum chemistry electronic structure calculations. The different approaches are reviewed first, followed by a comparison using the benchmark H + CH4 and the H + NH3 gas-phase hydrogen abstraction reactions. Different kinetics and dynamics properties are analyzed for these reactions and compared with the available experimental data, which permits one to estimate the advantages and disadvantages of each method. Finally, we analyze different problems with increasing difficulty in the potential energy construction: spin-orbit coupling, molecular size, and more complicated reactions with several maxima and minima, which test the soundness and general applicability of each method. We conclude that, although the field of small systems, typically atom-diatom, is mature, there still remains much work to be done in the field of polyatomic systems.

  4. Polymer-based surface plasmon resonance biochip: construction and experimental aspects

    Directory of Open Access Journals (Sweden)

    Cleumar da Silva Moreira

    Full Text Available Abstract Introduction: Surface plasmon resonance biosensors are high sensitive analytical instruments that normally employ glass materials at the optical substrate layer. However, the use of polymer-based substrates is increasing in the last years due to favorable features, like: disposability, ease to construction and low-cost design. Review Recently, a polymer-based SPR biochip was proposed by using monochromatic and polychromatic input sources. Its construction and experimental considerations are detailed here. Experimental considerations and results, aspects from performance characteristics (resonance parameters, sensitivity and full width at half maximum – FWHM – calculations are presented for hydrophilic and hydrophobic solutions. It is included also a brief description of the state of the art of polymer-based SPR biosensors.

  5. Construction of extracellular microenvironment to improve surface endothelialization of NiTi alloy substrate

    Energy Technology Data Exchange (ETDEWEB)

    Liu, Peng, E-mail: liupeng79@cqu.edu.cn [Key Laboratory of Biorheological Science and Technology of Ministry of Education, College of Bioengineering, Chongqing University, Chongqing 400044 (China); State Key Laboratory of Molecular Engineering of Polymers, Department of Macromolecular Science, Fudan University, Shanghai 200433 (China); Zhao, Yongchun; Yan, Ying; Hu, Yan; Yang, Weihu [Key Laboratory of Biorheological Science and Technology of Ministry of Education, College of Bioengineering, Chongqing University, Chongqing 400044 (China); Cai, Kaiyong, E-mail: kaiyong_cai@cqu.edu.cn [Key Laboratory of Biorheological Science and Technology of Ministry of Education, College of Bioengineering, Chongqing University, Chongqing 400044 (China)

    2015-10-01

    To mimic extracellular microenvironment of endothelial cell, a bioactive multilayered structure of gelatin/chitosan pair, embedding with vascular endothelial growth factor (VEGF), was constructed onto NiTi alloy substrate surface via a layer-by-layer assembly technique. The successful fabrication of the multilayered structure was demonstrated by scanning electron microscopy, atomic force microscopy, contact angle measurement, attenuated total reflection-fourier transform infrared spectroscopy and X-ray photoelectron spectroscopy, respectively. The growth behaviors of endothelial cells on various NiTi alloy substrates were investigated in vitro. Cytoskeleton observation, MTT assay, and wound healing assay proved that the VEGF-embedded multilayer structure positively stimulated adhesion, proliferation and motogenic responses of endothelial cells. More importantly, the present system promoted the nitric oxide production of endothelial cells. The approach affords an alternative to construct extracellular microenvironment for improving surface endothelialization of a cardiovascular implant. - Highlights: • Biofunctional multilayer films mimicking extracellular microenvironment were successfully fabricated. • Multilayered structure stimulated the biological responses of endothelial cells. • The approach affords an efficient approach for surface endothelialization of stent implant.

  6. Istanbul Bridge Conference 2014

    CERN Document Server

    Gülkan, Polat; Mahmoud, Khaled

    2016-01-01

      The book includes peer-reviewed contributions selected from presentations given at the Istanbul Bridge Conference 2014, held from August 11 – 13 in Istanbul, Turkey. It reports on the current challenges in bridge engineering faced by professionals around the globe, giving a special emphasis to recently developed techniques, innovations and opportunities. The book covers key topics in the field, including modeling and analysis methods; construction and erection techniques; design for extreme events and condition assessment and structural health monitoring. There is a balanced presentation of theory, research and practice. This book, which provides the readers with a comprehensive and timely reference guide on current practices in bridge engineering, is intended for professionals, academic researchers and students alike.

  7. Bridge Management Systems

    DEFF Research Database (Denmark)

    Thoft-Christensen, Palle

    In this paper bridge management systems are discussed with special emphasis on management systems for reinforced concrete bridges. Management systems for prestressed concrete bridges, steel bridges, or composite bridges can be developed in a similar way....

  8. Application of Active Control Technique in Monitoring Construction of Steel Truss Arch Bridge with Three Main Trusses%主动控制在三主桁钢桁拱桥施工监控中的应用

    Institute of Scientific and Technical Information of China (English)

    陈金州; 郑平伟

    2012-01-01

    研究目的:根据主动控制的理念,以东平水道特大桥为依托,对三主桁钢桁拱桥的整个施工过程进行有限元理论计算和分析,确定各施工阶段控制目标,预先分析施工中各控制目标偏离的可能性,并拟订和采取各项预防性措施,采取主动控制措施,指导施工架设,以使该桥顺利建成并满足设计要求.研究结论:通过有限元理论计算和分析,确定各施工阶段的目标控制值,得到扣索索力、支点顶落量、后锚力与压重的可调范围,做到“预先控制”;再根据现场监测结果,采取钢桁杆件预抬、扣索张拉、后锚索张拉、边跨钢梁临时压重和支点顶落与纵移的主动控制对策和措施,及时调整结构内力与线形,做到“过程控制”;最后全桥成功合龙.%Research purposes; In accordance with the active control concept, and in combination with construction of the main bridge of the Dongpingshuidao Bridge, the whole constraction stages of the steel truss arch bridge with three main trusses was calculated and analyzed with finite element theory, the objective control value of every stages was determined, the possibility of deviation from the construction control target was analyzed in advance and the the preventive and active control measures were worked out and taken for guiding the bridge erection to complete the bridge construction smoothly and meet the design requirements. Research conclusions: The theoretical calculation and analysis with the finite element method were carried out for the bridge and the objective control values of every construction stage were determined to obtain the adjustable ranges of the cable force of the buckle cables, the jacking and lowering amount at the support points, the scale of post anchor force and the amount of the counterweight for the side span steel girder to achieve the " pre - control". According to the in -situ monitoring values of the geometry, internal force and cable

  9. Statistical Analysis of Nitrogen in the Soil of Constructed Wetland with Horizontal Sub-Surface Flow

    Directory of Open Access Journals (Sweden)

    Jakubaszek Anita

    2014-06-01

    Full Text Available The removal of nitrogen compounds in constructed wetlands depends on various physical, chemical and biomechanical factors as well as on conditions of the environment. The paper presents the results of a statistical analysis of the depositing of nitrogen at HSSF (horizontal subsurface flow construcred wetland. The results of the substrate showed that the highest contents of nitrogen existed in the surface soil layer up to 20 cm of the depth. Nitrogen accumulation decreased in the deposit with depth, and in the direction of the wastewater flow.

  10. Surface constructions of nano TiO_2 as the environmental and energy materials

    Institute of Scientific and Technical Information of China (English)

    2007-01-01

    TiO_2 has attracted an increasing attention because of its variety of potential applications in environments and energies,such as gas sensing,self-cleaning,solar energy conversion, wettability and photo-catalysis applications.In this presentation,we summarize some progress in surface constructions of nano TiO_2 and its characterizations of physicochemistry and properties. (1)Superhydrophobic nanostructure TiO_2 films Superhydrophobic nanotube,nanopore and sponge-like structure TiO_2 films are fabricated ...

  11. 港珠澳大桥非通航孔桥钻孔平台施工方案比选%Comparison and Selection of Construction Schemes for Boring Platform of Non-Navigable Span Bridge of Hong Kong-Zhuhai-Macau Bridge

    Institute of Scientific and Technical Information of China (English)

    刘运洪

    2015-01-01

    The non‐navigable span bridge of Contract CB05 of the Hong Kong‐Zhuhai‐Macao Bridge is a 85‐m span steel and concrete continuous composite girder bridge .The foundations for the piers of the bridge are the ones of steel pipe composite piles .At each pier ,6 composite piles are provided and there are totally 372 piles for the whole bridge .In the light of the structural fea‐tures and construction difficulties of the bridge ,the construction schemes of a common boring plat‐form of the"steel pipe piles+ sectional steels" structure (Scheme 1) and an integral boring plat‐form of the"integral steel truss type"structure (Scheme 2) were proposed for construction of the foundations .T hrough comparison of those aspects of the civilization construction ,safety ,environ‐ment protection ,construction efficiency and construction cost ,it was determined that the Scheme 2 should be selected .For the Scheme 2 ,the components of the boring platform were all fabricated in workshop following the standardization requirements and were welded into the integral steel truss structure .The steel truss structure was then transported by ship to the pier site where the structure would be installed or integrally removed for repeated usage at other pier sites by floating crane and at this stage , the construction of the boring platform was completed . The selected Scheme 2 can effectively shorten the time interval of shifting the platform from pier site to pier site and has advantages of high efficiency , safety , environment protection , energy saving and fast speed .%港珠澳大桥CB05标非通航孔桥为跨径85 m的钢-混组合连续梁桥,采用钢管复合桩基础,每墩均由6根钢管复合桩组成,全桥共372根。针对该桥结构特点和施工难点,桩基础施工提出了“钢管桩+型钢”结构的普通钻孔平台(方案1)和“整体桁架式”结构的整体钻孔平台(方案2)施工方案,通过文明施工、安全环保、

  12. Evaluation of Sulfur 'Concrete' for Use as a Construction Material on the Lunar Surface

    Science.gov (United States)

    Grugel, R. N.

    2008-01-01

    Combining molten sulfur with any number of aggregate materials forms, when solid, a mixture having attributes similar, if not better, to conventional water-based concrete. As a result the use of sulfur "concrete" on Earth is well established, particularly in corrosive environments. Consequently, discovery of troilite (FeS) on the lunar surface prompted numerous scenarios about its reduction to elemental sulfur for use, in combination with lunar regolith, as a potential construction material; not requiring water, a precious resource, for its manufacture is an obvious advantage. However, little is known about the viability of sulfur concrete in an environment typified by extreme temperatures and essentially no atmosphere. The experimental work presented here evaluates the response of pure sulfur and sulfur concrete subjected to laboratory conditions that approach those expected on the lunar surface, the results suggesting a narrow window of application.

  13. Design and construction of a compact module of surfaces treatment by thermal shock

    Energy Technology Data Exchange (ETDEWEB)

    Sylvester, G.; Zambra, M.; Soto, L. [Comision Chilena de Energia Nuclear, Casilla 188 D, Santiago (Chile); Feugeas, J.; Clausse, A.; Bruzzone, H. [Red Interinstitucional de Plasmas Densos y Magnetizados (PLADEMA) (Argentina)

    2002-07-01

    Research on surfaces treatment by thermal shock is currently being pursued at The Institute of Physics of the University of Rosario (IFUR), using plasma focus systems. Thus, the effect of the thermal shock, due to the incidence of highly energetic, short duration, plasma beams, on metallic surfaces, offers interesting possibilities for application in steels, increasing their resistance to the wear and microhardness. This work addresses the design and construction of a compact plasma focus module (30x30xl00 cm{sup 3}), generating pulses of ions, with a duration of 200 to 500 nanoseconds and an emission frequency under 10 Hz. The energy deposited is 10 J at a fluence of 10{sup 13} cm{sup -2} per pulse. (Author)

  14. Evaluation of Sulfur 'Concrete' for Use as a Construction Material on the Lunar Surface

    Science.gov (United States)

    Grugel, R. N.

    2008-01-01

    Combining molten sulfur with any number of aggregate materials forms, when solid, a mixture having attributes similar, if not better, to conventional water-based concrete. As a result the use of sulfur "concrete" on Earth is well established, particularly in corrosive environments. Consequently, discovery of troilite (FeS) on the lunar surface prompted numerous scenarios about its reduction to elemental sulfur for use, in combination with lunar regolith, as a potential construction material; not requiring water, a precious resource, for its manufacture is an obvious advantage. However, little is known about the viability of sulfur concrete in an environment typified by extreme temperatures and essentially no atmosphere. The experimental work presented here evaluates the response of pure sulfur and sulfur concrete subjected to laboratory conditions that approach those expected on the lunar surface, the results suggesting a narrow window of application.

  15. Treatment of laboratory wastewater in a tropical constructed wetland comparing surface and subsurface flow.

    Science.gov (United States)

    Meutia, A A

    2001-01-01

    Wastewater treatment by constructed wetland is an appropriate technology for tropical developing countries like Indonesia because it is inexpensive, easily maintained, and has environmentally friendly and sustainable characteristics. The aim of the research is to examine the capability of constructed wetlands for treating laboratory wastewater at our Center, to investigate the suitable flow for treatment, namely vertical subsurface or horizontal surface flow, and to study the effect of the seasons. The constructed wetland is composed of three chambered unplanted sedimentation tanks followed by the first and second beds, containing gravel and sand, planted with Typha sp.; the third bed planted with floating plant Lemna sp.; and a clarifier with two chambers. The results showed that the subsurface flow in the dry season removed 95% organic carbon (COD) and total phosphorus (T-P) respectively, and 82% total nitrogen (T-N). In the transition period from the dry season to the rainy season, COD removal efficiency decreased to 73%, T-N increased to 89%, and T-P was almost the same as that in the dry season. In the rainy season COD and T-N removal efficiencies increased again to 95% respectively, while T-P remained unchanged. In the dry season, COD and T-P concentrations in the surface flow showed that the removal efficiencies were a bit lower than those in the subsurface flow. Moreover, T-N removal efficiency was only half as much as that in the subsurface flow. However, in the transition period, COD removal efficiency decreased to 29%, while T-N increased to 74% and T-P was still constant, around 93%. In the rainy season, COD and T-N removal efficiencies increased again to almost 95%. On the other hand, T-P decreased to 76%. The results show that the constructed wetland is capable of treating the laboratory wastewater. The subsurface flow is more suitable for treatment than the surface flow, and the seasonal changes have effects on the removal efficiency.

  16. Light-weight aluminium bridges and bridge decks. An overview of recent applications

    NARCIS (Netherlands)

    Maljaars, J.; Soetens, F.; Kluyver, D. de

    2008-01-01

    The last decades have shown a large increase in the application of aluminium alloys for light-weight bridges. For bridge construction, aluminium alloys have some specific advantages, but also some points of attention. This paper deals with some recent projects of aluminium bridges, and for these pro

  17. Light-weight aluminium bridges and bridge decks. An overview of recent applications

    NARCIS (Netherlands)

    Maljaars, J.; Soetens, F.; Kluyver, D. de

    2008-01-01

    The last decades have shown a large increase in the application of aluminium alloys for light-weight bridges. For bridge construction, aluminium alloys have some specific advantages, but also some points of attention. This paper deals with some recent projects of aluminium bridges, and for these

  18. National Bridge Inventory (NBI) Bridges

    Data.gov (United States)

    Department of Homeland Security — The NBI is a collection of information (database) describing the more than 600,000 of the Nation's bridges located on public roads, including Interstate Highways,...

  19. Research on the Construction Scheme of the Bridge Foundation in Deep Water in the Three Gorges Reservoir%三峡库区某大桥深水基础施工方案研究

    Institute of Scientific and Technical Information of China (English)

    秦清波; 王哲; 刘合耀

    2014-01-01

    某大桥位于三峡库区,桥址所在河谷呈“U”形。桥型设计为预应力混凝土连续刚构,主墩基础采用高桩承台基础。由于三峡水库从2009年开始正式蓄水,水库常年蓄水位在145~175 m之间变化,变幅达30 m,在水库里进行大型桥梁的基础施工存在水深大、施工期水位变幅大等困难。大桥在水库高水位时(长江枯水期)采用固定式施工平台施工桩基础,在低水位时(长江汛期)下放钢吊箱围堰施工承台及桥墩。该方案安全性高,经济性好,工期短且易于保证。%A bridge is located in the Three Gorges Reservoir,where the valley showsUType.The bridge is designed as prestressed concrete continuous rigid frame.The main pier foundation is high pile foundation.Because the Three Gorges Reservoir started water storage in 2009,and the perennial water level varies from 145 to 175m with a variation of 30m,there are difficulties in foundation con-struction of large bridges in the reservoir with great water depth and large variation range of water level in construction period.The pile foundation is constructed in the high water level of reservoirs (the Yangtze River during dry season)using a fixed type construction platform,and the cap and pier is constructed in the low water level (the Yangtze River flood)using steel suspension box cofferdam.The scheme has high security,good economy,and short construction period and is easy to be guaranteed.

  20. Snow Radar Derived Surface Elevations and Snow Depths Multi-Year Time Series over Greenland Sea-Ice During IceBridge Campaigns

    Science.gov (United States)

    Perkovic-Martin, D.; Johnson, M. P.; Holt, B.; Panzer, B.; Leuschen, C.

    2012-12-01

    This paper presents estimates of snow depth over sea ice from the 2009 through 2011 NASA Operation IceBridge [1] spring campaigns over Greenland and the Arctic Ocean, derived from Kansas University's wideband Snow Radar [2] over annually repeated sea-ice transects. We compare the estimates of the top surface interface heights between NASA's Atmospheric Topographic Mapper (ATM) [3] and the Snow Radar. We follow this by comparison of multi-year snow depth records over repeated sea-ice transects to derive snow depth changes over the area. For the purpose of this paper our analysis will concentrate on flights over North/South basin transects off Greenland, which are the closest overlapping tracks over this time period. The Snow Radar backscatter returns allow for surface and interface layer types to be differentiated between snow, ice, land and water using a tracking and classification algorithm developed and discussed in the paper. The classification is possible due to different scattering properties of surfaces and volumes at the radar's operating frequencies (2-6.5 GHz), as well as the geometries in which they are viewed by the radar. These properties allow the returns to be classified by a set of features that can be used to identify the type of the surface or interfaces preset in each vertical profile. We applied a Support Vector Machine (SVM) learning algorithm [4] to the Snow Radar data to classify each detected interface into one of four types. The SVM algorithm was trained on radar echograms whose interfaces were visually classified and verified against coincident aircraft data obtained by CAMBOT [5] and DMS [6] imaging sensors as well as the scanning ATM lidar. Once the interface locations were detected for each vertical profile we derived a range to each interface that was used to estimate the heights above the WGS84 ellipsoid for direct comparisons with ATM. Snow Radar measurements were calibrated against ATM data over areas free of snow cover and over GPS

  1. Solid frustrated-Lewis-pair catalysts constructed by regulations on surface defects of porous nanorods of CeO2

    Science.gov (United States)

    Zhang, Sai; Huang, Zheng-Qing; Ma, Yuanyuan; Gao, Wei; Li, Jing; Cao, Fangxian; Li, Lin; Chang, Chun-Ran; Qu, Yongquan

    2017-05-01

    Identification on catalytic sites of heterogeneous catalysts at atomic level is important to understand catalytic mechanism. Surface engineering on defects of metal oxides can construct new active sites and regulate catalytic activity and selectivity. Here we outline the strategy by controlling surface defects of nanoceria to create the solid frustrated Lewis pair (FLP) metal oxide for efficient hydrogenation of alkenes and alkynes. Porous nanorods of ceria (PN-CeO2) with a high concentration of surface defects construct new Lewis acidic sites by two adjacent surface Ce3+. The neighbouring surface lattice oxygen as Lewis base and constructed Lewis acid create solid FLP site due to the rigid lattice of ceria, which can easily dissociate H-H bond with low activation energy of 0.17 eV.

  2. Constructive, collaborative, contextual, and self-directed learning in surface anatomy education.

    Science.gov (United States)

    Bergman, Esther M; Sieben, Judith M; Smailbegovic, Ida; de Bruin, Anique B H; Scherpbier, Albert J J A; van der Vleuten, Cees P M

    2013-01-01

    Anatomy education often consists of a combination of lectures and laboratory sessions, the latter frequently including surface anatomy. Studying surface anatomy enables students to elaborate on their knowledge of the cadaver's static anatomy by enabling the visualization of structures, especially those of the musculoskeletal system, move and function in a living human being. A recent development in teaching methods for surface anatomy is body painting, which several studies suggest increases both student motivation and knowledge acquisition. This article focuses on a teaching approach and is a translational contribution to existing literature. In line with best evidence medical education, the aim of this article is twofold: to briefly inform teachers about constructivist learning theory and elaborate on the principles of constructive, collaborative, contextual, and self-directed learning; and to provide teachers with an example of how to implement these learning principles to change the approach to teaching surface anatomy. Student evaluations of this new approach demonstrate that the application of these learning principles leads to higher student satisfaction. However, research suggests that even better results could be achieved by further adjustments in the application of contextual and self-directed learning principles. Successful implementation and guidance of peer physical examination is crucial for the described approach, but research shows that other options, like using life models, seem to work equally well. Future research on surface anatomy should focus on increasing the students' ability to apply anatomical knowledge and defining the setting in which certain teaching methods and approaches have a positive effect. Copyright © 2012 American Association of Anatomists.

  3. Observations of nitrogen and phosphorus biogeochemistry in a surface flow constructed wetland.

    Science.gov (United States)

    Erler, Dirk V; Tait, Douglas; Eyre, Bradley D; Bingham, Michael

    2011-11-15

    Free surface water constructed wetlands (CWs) provide a buffer between domestic wastewater treatment plants and natural waterways. Understanding the biogeochemical processes in CWs is crucial to improve their performance. In this study we measured a range of water and sediment parameters, and biogeochemical processes, in an effort to describe the processing of nutrients within two wetland cells in series. As a whole the studied CW effectively absorbed both nitrogen (N) and phosphorus (P) emanating from the waste treatment plant. However the two individual cells showed marked differences related to the availability of oxygen within the water column and the sediments. In one cell we speculated that the prevalence of surface plant species reduced its ability to function as a net nutrient sink. Here we observed a build-up of sediment organic matter, sediment anoxia, a decoupling of nitrification-denitrification, and a flux of N and P out of the sediments to the overlying water. The availability of DO in the surface sediments of the second studied cell led to improved coupling between nitrification-denitrification and a net uptake of both NH4+ and PO4(3-). We hypothesise that the dominance of deeply rooted macrophytes in the second cell was responsible for the improved sediment quality.

  4. A modeling method of sea surface microwave wireless channels based on stochastic bridge%基于随机桥理论的海面微波信道建模方法

    Institute of Scientific and Technical Information of China (English)

    曹小东; 汪小君; 姜弢

    2015-01-01

    According to the wireless wave propagation and microwave channel modeling in typical sea con⁃ditions, a microwave wireless channel model on two dimensional sea surface in a random environment is es⁃tablished in this paper based on the modeling theory of stochastic bridge for fixed communication environ⁃ment simulation. Firstly, based on the P-M spectrum of the sea surface wave, electromagnetic simulation models in sea conditions ranging from 0 to 6 grade have been established. Then, by analyzing the random ray sample data collected under different sea conditions, the digital characteristics of key parameters of sto⁃chastic bridge processes are determined, and the microwave band stochastic multi-path channel model on sea surface is constructed. Finally, the analysis of radio wave propagation characteristics is conducted us⁃ing the proposed channel model. The simulation and laboratory experimental data show that the characteris⁃tics of the proposed channel model are in agreement with tested results. In brief, this paper provides a valid theoretical method and technique proposal for the modeling and simulation of the received waveform of key electronic equipment on ship in complicated electromagnetic environment.%针对典型海况下的海面无线电波传播及微波信道建模问题,基于陆地多径传播环境下的随机桥过程建模理论,提出一种二维海面微波无线随机信道建模方法。首先,基于P-M海浪谱理论建立典型海况下的海浪电磁仿真模型;然后,采用不同的海况模型进行计算,得到随机电波射线样本数据,分析样本数据并确定随机信道模型参量的数字特征,建立海面微波波段随机多径信道模型;最后,将仿真数据、实验室测试数据和外场测试数据进行对比。结果显示,所建立的随机信道模型有效,可为复杂电磁环境中船用电子设备接收波形的建模与仿真提供有效的理论手段和技术方案。

  5. Construction Techniques for Upper Cross Beams of Pylons of Huanggang Changjiang River Rail-cum-Road Bridge%黄冈公铁两用长江大桥桥塔上横梁施工技术

    Institute of Scientific and Technical Information of China (English)

    张德致; 张敏; 代皓; 邓永锋

    2013-01-01

    The main bridge of Huanggang Changjiang River Rail-cum-Road Bridge is a cablestayed bridge with a main span 567 m.The upper cross beams of the pylons of the bridge are the prestressed concrete single-cell single-box structures,each being 23.85 m long,8.4 m wide and 8.0 m deep.The pylons were constructed by the hydraulic self-climbing formwork and the upper cross beams and the upper pylon columns were constructed asynchronously.A kind of the construction scheme was adopted for the casting scaffoldings of the upper cross beams,i.e.the shear groves were set in the inner sides of each two pylon columns and the counter tensioned steel brackets were installed as the supports of the scaffoldings.The concrete of the upper cross beam of a pylon was cast in two layers and before the second layer was cast,parts of the prestressing bars were tensioned.The MIDAS Civil was used to establish the model and the construction process of the upper cross beam was analyzed.The results of the analysis show that the casting of the concrete in layers and the tensioning of the prestressing bars in times can effectively reduce the loads on the scaffoldings and the stress of the concrete can satisfy the relevant requirements in the codes.The construction techniques for the upper cross beams of the pylons of the bridge are practical and feasible.With the techniques,the rapid construction of the pylons is achieved.%黄冈公铁两用长江大桥主桥为主跨567 m的斜拉桥.该桥桥塔上横梁为单箱单室预应力混凝土结构,长23.85m、宽8.4m、高8.0m,桥塔采用液压自爬模施工,上横梁与上塔柱采用异步施工.上横梁浇筑支架采用在两塔柱内侧设置剪力槽,安放对拉式钢牛腿作为支架受力支承点的方案.上横梁分2层浇筑,在第2层混凝土浇筑前张拉部分预应力筋.采用MIDAS Civil建模分析上横梁施工过程,结果表明,分层浇筑和分次张拉预应力钢筋可以有效减小现浇支架的荷载,且混凝土应

  6. Safety Management Mode of Bridge & Tunnel Construction Team Based on Demographic Characteristics%基于人口统计学特征的公路桥隧工程施工班组安全管理模式研究

    Institute of Scientific and Technical Information of China (English)

    郭东尘; 苏新国; 黄学文; 章卫俊; 吴林松

    2015-01-01

    为了解决公路施工安全管理的源头问题,从一线施工班组安全管理入手,选择专业化程度高的桥隧工程施工班组为研究对象,运用人口统计学特征分析方法,结合公路工程施工班组管理特点,得出影响施工班组安全管理的重要因素;通过对各影响因素与班组安全管理的关联性分析,建立了公路施工班组安全管理建设模式。对55个施工班组、530名桥梁施工人员、375名隧道施工人员开展信息调研及问卷调查,结果显示桥隧工程施工班组人员以男性为主,受教育程度不高,流动性大,施工经验丰富,基本具备安全意识但缺乏安全技能。针对这些问题,提出了当前环境下以班组组织建设、班组制度建设、班组保障建设和班组现场管控为核心的施工班组安全管理模式,以及相关措施和建议。%In order to solve the source problem of highway construction safety management, the safety management of the construction team was commenced. The highway bridge and tunnel construction teams that have high degree specialization were selected. Demographic characteristics analysis method was used to find the important factors that affect the team safety management, combining with the charac⁃teristics of construction team management. Based on correlation analysis of the factors and the team safe ty management, a safety management mode of highway construction team was set up. According to the infor⁃mation collection and questionnaire surveys on 55 construction teams, 530 bridge construction personnel and 375 tunnel construction personnel, some factors of construction personnel were analyzed, including their sex, age, education background and working experience. The result of research shows that the pre⁃dominant are male in the construction team, and construction personnel have low education, large per⁃ sonal mobility, rich experience with poor security technology. In

  7. 谈公路桥梁工程施工中钻孔灌注桩技术的应用%Discussion on the application bored pile technology in highway bridge engineering construction

    Institute of Scientific and Technical Information of China (English)

    董慧勇

    2015-01-01

    对公路桥梁工程施工中钻孔灌注桩技术进行了介绍,并对钻孔灌注桩施工中测量放线、安装钻孔机、造浆工作、制作钢筋笼等工艺进行了分析,探讨了各工艺环节的施工要求,提出了相应的技术管理措施。%The thesis introduces bored pile technology in highway bridge engineering construction,analyzes its measurement sampling,installa-tion driller,slurry manufacture and steel cage manufacture and other techniques,explores its construction demands,and finally puts forward cor-responding technology management measures.

  8. Discuss the Application of High Performance Concretes in Road and Bridge Construction%高性能混凝土在路桥施工中的应用论述

    Institute of Scientific and Technical Information of China (English)

    杨生朋

    2014-01-01

    High performance concrete has very good plasticity, durability and strength, which has been widely used in water conservancy construction and transportation, etc. This paper mainly introduces the requirement of different raw materials for high performance concrete, and explores the application of high performance concretes in road and bridge construction.%高性能混凝土具有非常好的可塑性、耐久性以及强度,现已被广泛地应用于水利、建筑以及交通等领域中。本文说明了高性能混凝土对不同原材料的要求,并探究了在公路工程以及桥梁工程项目中高性能混凝土的具体应用。

  9. Examining the Impact of Question Surface Features on Students' Answers to Constructed-Response Questions on Photosynthesis

    Science.gov (United States)

    Weston, Michele; Haudek, Kevin C.; Prevost, Luanna; Urban-Lurain, Mark; Merrill, John

    2015-01-01

    One challenge in science education assessment is that students often focus on surface features of questions rather than the underlying scientific principles. We investigated how student written responses to constructed-response questions about photosynthesis vary based on two surface features of the question: the species of plant and the order of…

  10. Effects of scaffold surface morphology on cell adhesion and survival rate in vitreous cryopreservation of tenocyte-scaffold constructs

    Science.gov (United States)

    Wang, Zhi; Qing, Quan; Chen, Xi; Liu, Cheng-Jun; Luo, Jing-Cong; Hu, Jin-Lian; Qin, Ting-Wu

    2016-12-01

    The purpose of this study was to investigate the effects of scaffold surface morphology on cell adhesion and survival rate in vitreous cryopreservation of tenocyte-scaffold constructs. Tenocytes were obtained from tail tendons of rats. Polydimethylsiloxane (PDMS) was used to fabricate three types of scaffolds with varying surface morphological characteristics, i.e., smooth, micro-grooved, and porous surfaces, respectively. The tenocytes were seeded on the surfaces of the scaffolds to form tenocyte-scaffold constructs. The constructs were cryopreserved in a vitreous cryoprotectant (CPA) with a multi-step protocol. The cell adhesion to scaffolds was observed with electronic scanning microscopy (SEM). The elongation index of the living tenocytes and ratio of live/dead cell number were examined based on a live/dead dual fluorescent staining technique, and the survival rate of tenocytes was studied with flow cytometry (FC). The results showed the shapes of tenocytes varied between the different groups: flat or polygonal (on smooth surface), spindle (on micro-grooved surface), and spindle or ellipse (on porous surface). After thawing, the porous surface got the most living tenocytes and a higher survival rate, suggesting its potential application for vitreous cryopreservation of engineered tendon constructs.

  11. Direct construction of a dividing surface of minimal flux for multi-degree-of-freedom systems that cannot be recrossed

    NARCIS (Netherlands)

    Waalkens, H.; Wiggins, S.

    2004-01-01

    The fundamental assumption of transition state theory is the existence of a dividing surface having the property that trajectories originating in reactants (resp. products) must cross the surface only once and then proceed to products (resp. reactants). Recently it has been shown how to construct a

  12. Liquid-bridge breakup in contact-drop dispensing: Liquid-bridge stability with a free contact line

    Science.gov (United States)

    Akbari, Amir; Hill, Reghan J.; van de Ven, Theo G. M.

    2015-08-01

    The static stability of weightless liquid bridges with a free contact line with respect to axisymmetric and nonaxisymmetric perturbations is studied. Constant-volume and constant-pressure stability regions are constructed in slenderness versus cylindrical volume diagrams for fixed contact angles. Bifurcations along the stability-region boundaries are characterized by the structure of axisymmetric bridge branches and families of equilibria. A wave-number definition is presented based on the pieces-of-sphere states at branch terminal points to classify equilibrium branches and identify branch connections. Compared with liquid bridges pinned at two equal disks, the free contact line breaks the equatorial and reflective symmetries, affecting the lower boundary of the constant-volume stability region where axisymmetric perturbations are critical. Stability is lost at transcritical bifurcations and turning points along this boundary. Our results furnish the maximum-slenderness stability limit for drop deposition on real surfaces when the contact angle approaches the receding contact angle.

  13. Liquid-bridge breakup in contact-drop dispensing: Liquid-bridge stability with a free contact line.

    Science.gov (United States)

    Akbari, Amir; Hill, Reghan J; van de Ven, Theo G M

    2015-08-01

    The static stability of weightless liquid bridges with a free contact line with respect to axisymmetric and nonaxisymmetric perturbations is studied. Constant-volume and constant-pressure stability regions are constructed in slenderness versus cylindrical volume diagrams for fixed contact angles. Bifurcations along the stability-region boundaries are characterized by the structure of axisymmetric bridge branches and families of equilibria. A wave-number definition is presented based on the pieces-of-sphere states at branch terminal points to classify equilibrium branches and identify branch connections. Compared with liquid bridges pinned at two equal disks, the free contact line breaks the equatorial and reflective symmetries, affecting the lower boundary of the constant-volume stability region where axisymmetric perturbations are critical. Stability is lost at transcritical bifurcations and turning points along this boundary. Our results furnish the maximum-slenderness stability limit for drop deposition on real surfaces when the contact angle approaches the receding contact angle.

  14. Comparison of the aerodynamics of bridge cables with helical fillets and a pattern-indented surface in normal flow

    DEFF Research Database (Denmark)

    Kleissl, Kenneth; Georgakis, Christos

    2011-01-01

    -wind induced vibrations (RWIVs). The modifications are based on re-search undertaken predominantly in Europe and Japan, with two different systems prevailing; HDPE tubing fitted with helical surface fillets and HDPE tubing with pattern-indented sur-faces. In the US and Europe, helical fillets dominate, whilst...... pattern indented surfaces are more common in Asia. Research into the effectiveness of helical fillets and pattern-indented surfaces has shown that, besides their potential to suppress rain-wind induced vibrations, they are also modestly reducing drag forces at design wind velocities. This is of particular...... that different researchers, in different facilities, with varying wind-tunnel flow characteristics and performance, have developed each separately. As part of a comprehensive review of the aerodynamics of existing cable surface modifica-tions, the resulting static force coefficients obtained from wind...

  15. Relationships of nitrous oxide fluxes with water quality parameters in free water surface constructed wetlands

    Institute of Scientific and Technical Information of China (English)

    Juan WU; Jian ZHANG; Wenlin JIA; Huijun XIE; Bo ZHANG

    2009-01-01

    The effects of chemical oxygen demand (COD) concentration in the influent on nitrous oxide (N2O) emissions, together with the relationships between N2O and water quality parameters in free water surface constructed wetlands, were investigated with laboratoryscale systems. N20 emission and purification performance of wastewater were very strongly dependent on COD concentration in the influent, and the total N2O emission in the system with middle COD influent concentration was the least. The relationships between N2O and the chemical and physical water quality variables were studied by using principal component scores in multiple linear regression analysis to predict N2O flux. The multiple linear regression model against principal components indicated that different water parameters affected N2O flux with different COD concentrations in the influent, but nitrate nitrogen affected N2O flux in all systems.

  16. 桥梁转体施工中平面铰与球铰的对比分析%Comparison of Plane Hinge and Spherical Hinge Used in Bridge Rotation Construction

    Institute of Scientific and Technical Information of China (English)

    傅贤超; 唐英; 曹文

    2016-01-01

    Bridge rotation construction is commonly used to date. Hinge is the key structure. Currently,plane hinge and spherical hinge are both used. The latter is more widely applied while the former is mainly used in light bridge. In this paper,these two hinges were compared in terms of hinge structure design,fabrication,installation,and rotation construction. In this case,plane hinge outweighs spherical hinge in terms of mechanic characteristics and operation properties.%我国采用转体施工工艺的桥梁日益增多,转铰是实现其转体功能的关键结构.目前桥梁平转法施工中转铰一般采用球铰和平面铰,球铰运用比较广泛,而平面铰主要运用于轻型桥梁.本文从转铰结构设计、制作安装、转体施工等方面对两种转铰进行对比分析,论证了平面铰的受力特性和使用性能更加合理.

  17. Risk Identification Study Based on the Grey Relation of Bridge Construction Period%基于灰色关联性的桥梁施工安全风险分析模型研究

    Institute of Scientific and Technical Information of China (English)

    曾庆虎; 罗最云

    2012-01-01

    On the basis of gray relation degree theory, the degree of association between the various sources of danger indicators is analyzed by using gray correlation, then relevance is sorted and the major dangerous source is found out. A major hazard identification model based on gray relative theory is established.on the basis that in the use of gray correlation to analyze the degree of association between risk source indicators, improved identification model of gray association major hazard of bridge construction safety risk is established. For further to study bridge construction risk identification provide reference.%在灰色关联度理论的基础上,利用灰色关联性分析各危险源指标之间的关联度,再进行关联度排序,找出重大危险源,建立了一套基于灰色关联度理论的重大危险源辨识模型.在利用灰色关联性分析各危险源指标之间关联度的基础上,建立了改进的桥梁施工安全风险灰色关联性重大危险源辨识模型.为进一步深入开展桥梁施工风险识别研究提供参考.

  18. The Evolution and Development of the Lunar Regolith and Implications for Lunar Surface Operations and Construction

    Science.gov (United States)

    McKay, David

    2009-01-01

    The lunar regolith consists of about 90% submillimeter particles traditionally termed lunar soil. The remainder consists of larger particles ranging up to boulder size rocks. At the lower size end, soil particles in the 10s of nanometer sizes are present in all soil samples. Lunar regolith overlies bedrock which consists of either lava flows in mare regions or impact-produced megaregolith in highland regions. Lunar regolith has been produced over billions of years by a combination of breaking and communition of bedrock by meteorite bombardment coupled with a variety of complex space weathering processes including solar wind implantation, solar flare and cosmic ray bombardment with attendant radiation damage, melting, vaporization, and vapor condensation driven by impact, and gardening and turnover of the resultant soil. Lunar regolith is poorly sorted compared to most terrestrial soils, and has interesting engineering properties including strong grain adhesion, over-compacted soil density, an abundance of agglutinates with sharp corners, and a variety of properties related to soil maturity. The NASA program has supported a variety of engineering test research projects, the production of bricks by solar or microwave sintering, the production of concrete, the in situ sintering and glazing of regolith by microwave, and the extraction of useful resources such as oxygen, hydrogen, iron, aluminum, silicon and other products. Future requirements for a lunar surface base or outpost will include construction of protective berms, construction of paved roadways, construction of shelters, movement and emplacement of regolith for radiation shielding and thermal control, and extraction of useful products. One early need is for light weight but powerful digging, trenching, and regolith-moving equipment.

  19. Surface-Enhanced Raman Scattering of Bacteria in Microwells Constructed from Silver Nanoparticles

    Directory of Open Access Journals (Sweden)

    Mustafa Çulha

    2012-01-01

    Full Text Available Whole bacterial cell characterization is critically important for fast bacterial identification. Surface-enhanced Raman scattering (SERS is proven to be powerful technique to serve such a goal. In this study, the characterization of whole bacterial cells in the microwells constructed from colloidal silver nanoparticles (AgNPs with “convective-assembly” method is reported. The proper size of the microwells for the model bacteria, Escherichia coli and Staphylococcus cohnii, is determined to be 1.2 μm from their electron microscopy images. A minimum dilution factor of 20 is necessary for the bacterial samples collected from growth media to diminish the bacterial aggregation to place the bacterial cells into the microwells. The constructed microwell structures are tested for their bacterial SERS performance and compared to the SERS spectra obtained from the samples prepared with a simple mixing of bacteria and AgNPs for the same bacteria. The results indicate that microwell structures not only improve the spectral quality but also increase the reproducibility of the SERS spectra.

  20. Bacterial community dynamics in surface flow constructed wetlands for the treatment of swine waste.

    Science.gov (United States)

    Ibekwe, A M; Ma, J; Murinda, Shelton; Reddy, G B

    2016-02-15

    Constructed wetlands are generally used for the removal of waste from contaminated water. In the swine production system, wastes are traditionally flushed into an anaerobic lagoon which is then sprayed on agricultural fields. However, continuous spraying of lagoon wastewater on fields can lead to high N and P accumulations in soil or lead to runoff which may contaminate surface or ground water with pathogens and nutrients. In this study, continuous marsh constructed wetland was used for the removal of contaminants from swine waste. Using pyrosequencing, we assessed bacterial composition within the wetland using principal coordinate analysis (PCoA) which showed that bacterial composition from manure influent and lagoon water were significantly different (P=0.001) from the storage pond to the final effluent. Canonical correspondence analysis (CCA) showed that different bacterial populations were significantly impacted by ammonium--NH4 (P=0.035), phosphate--PO4(3-) (P=0.010), chemical oxygen demand--COD (P=0.0165), total solids--TS (P=0.030), and dissolved solids--DS (P=0.030) removal, with 54% of the removal rate explained by NH4+PO4(3-) according to a partial CCA. Our results showed that different bacterial groups were responsible for the composition of different wetland nutrients and decomposition process. This may be the major reason why most wetlands are very efficient in waste decomposition.

  1. Constructing new satellite-only time series of global mean, sea surface temperature data for climate from ATSR data

    Science.gov (United States)

    Veal, Karen; Remedios, John; Ghent, Darren

    2013-04-01

    accuracy, stability and inter-instrument calibration. We will further describe the methods we use to construct global monthly time series of SST anomalies from ATSR data, noting particularly the significance of sampling maps in quantifying the "global" coverage. For a climate data record, estimation of uncertainty is as important as the parameter values themselves. We will discuss measurement errors, time sampling errors and effects of error correlation in determining the final uncertainty budgets. For use of the D3 ATSR product as the basis for the climate time series, time sampling is the dominant error particularly due to restrictions on valid data points in cloudier regions such as the Pacific at northern mid-latitudes. It will be shown that the overall error budget for the satellite-only data is highly suitable for an independent climate record. The ATSR studies described in this paper mark the culmination of two decades of effort to deliver high accuracy SST data from satellite sensors, giving high confidence also in our understanding of the current in situ record. We conclude that climate-quality must be achieved by the Sea and Land Surface Radiometer (SLSTR) due to be launched on Sentinel-3 in 2014 and we note the importance of gap-bridging and gap-filling between AATSR and SLSTR.

  2. Bridged graphite oxide materials

    Science.gov (United States)

    Herrera-Alonso, Margarita (Inventor); McAllister, Michael J. (Inventor); Aksay, Ilhan A. (Inventor); Prud'homme, Robert K. (Inventor)

    2010-01-01

    Bridged graphite oxide material comprising graphite sheets bridged by at least one diamine bridging group. The bridged graphite oxide material may be incorporated in polymer composites or used in adsorption media.

  3. Construction and Analysis of Long-Term Surface Temperature Dataset in Fujian Province

    Science.gov (United States)

    Li, W. E.; Wang, X. Q.; Su, H.

    2017-09-01

    Land surface temperature (LST) is a key parameter of land surface physical processes on global and regional scales, linking the heat fluxes and interactions between the ground and atmosphere. Based on MODIS 8-day LST products (MOD11A2) from the split-window algorithms, we constructed and obtained the monthly and annual LST dataset of Fujian Province from 2000 to 2015. Then, we analyzed the monthly and yearly time series LST data and further investigated the LST distribution and its evolution features. The average LST of Fujian Province reached the highest in July, while the lowest in January. The monthly and annual LST time series present a significantly periodic features (annual and interannual) from 2000 to 2015. The spatial distribution showed that the LST in North and West was lower than South and East in Fujian Province. With the rapid development and urbanization of the coastal area in Fujian Province, the LST in coastal urban region was significantly higher than that in mountainous rural region. The LST distributions might affected by the climate, topography and land cover types. The spatio-temporal distribution characteristics of LST could provide good references for the agricultural layout and environment monitoring in Fujian Province.

  4. Construction of a Pichia pastoris cell-surface display system using Flo1p anchor system.

    Science.gov (United States)

    Tanino, Takanori; Fukuda, Hideki; Kondo, Akihiko

    2006-01-01

    A Pichia pastoris cell-surface display system was constructed using a Flo1p anchor system, which was developed in Saccharomyces cerevisiae. The lipase from Rhizopus oryzae with a pro sequence (ProROL) was used as the model protein and was genetically fused to the anchor consisting of amino acids 1-1099 of Flo1p (FS anchor). The resulting fusion protein FSProROL was expressed under the control of the alcohol oxidase 1 promoter (pAOX1). The fluorescence microscopy of immunolabeled P. pastoris cells revealed that ProROL was displayed on the cell surface, and Western blot analysis revealed that the fusion protein FSProROL was noncovalently attached to the cell wall and highly glycosylated. The lipase activity of P. pastoris cells was affected by the methanol concentration for the induction phase. Surprisingly, the activity of lipase displayed on the cells incubated at 60 degrees C was not only stable but also increased to about 6.5 times the initial value after 4 h incubation.

  5. The time of groundwater free surface lowering before foundation pit construction

    Directory of Open Access Journals (Sweden)

    A.D. Girgidov

    2012-06-01

    Full Text Available On the basis of plane free surface gravitations groundwater flow model and some assumptions similar to ones employing in infiltration and quasistationary problems the time of the necessary lowering of free surface before the building of pit is considered. For the lowering the group of wells along the pit perimeter is used. The wells are located so close to each other that formation a filtration flow by them is equivalent to dewatering by using a narrow vertical slit along the perimeter of the excavation.The time is calculated on the basis of condition that at the beginning of construction the level of ground water within the excavation must be below the design elevation of excavation bottom, and outside it smoothly changing water flow to the slit must be formed.The formulas for the time of lowering from initial natural level before building of pit to finite level equal to the bottom of pit are obtained. The example of calculation is discussed.

  6. Efficiency of a Horizontal Sub-Surface Flow Constructed Wetland Treatment System in an Arid Area

    Directory of Open Access Journals (Sweden)

    Abeer Albalawneh

    2016-02-01

    Full Text Available The main objective of this study was to evaluate the performance and treatment efficiency of the Horizontal Sub-Surface Flow Constructed Wetland treatment system (HSF-CW in an arid climate. Seventeen sub-surface, horizontal-flow HSF-CW units have been operated for approximately three years to improve the quality of partially-treated municipal wastewater. The studied design parameters included two sizes of volcanic tuff media (i.e., fine or coarse, two different bed dimensions (i.e., long and short, and three plantation types (i.e., reed, kenaf, or no vegetation as a control. The effluent Biological Oxygen Demand (BOD5, Chemical Oxygen Demand (COD, Total Suspended Solid (TSS, and phosphorus from all of the treatments were significantly lower as compared to the influent and demonstrated a removal efficiency of 55%, 51%, 67%, and 55%, respectively. There were significant increases in Electrical Conductivity (EC, sulfate, and calcium in the effluent of most HSF-CWs due to evaporative concentration and mineral dissolution from the media. The study suggests that unplanted beds with either fine or coarse media are the most suitable combinations among all of the studied designs based on their treatment efficiency and less water loss in arid conditions.

  7. Prediction of Soil Erosion on Different Underlaying Surface in Construction Period of Xichang to Panzhihua Expressway

    Institute of Scientific and Technical Information of China (English)

    CHEN Tingfang; GUI Peng; CHEN Xingchang

    2007-01-01

    In order to investigate the behavior of soil erosion on the slope of the different underlaying surface during construction, the experiment with natural rainfall on Xichang-Panzhihua highway was conducted, to quantify the runoff and soil loss. The results show that: ①the main type of soil erosion is gully erosion, the amount of soil erosion caused by gully erosion is higher than that by surface erosion. ②The principal factor causing soil erosion on the slope of the embankment is individual amount of precipitation, the width of the embankment and rain intensity. ③ The principal factor causing soil erosion on the cutting slope is individual amount of precipitation, the width of the cutting slope and rain intensity. ④ The principal factor causing soil erosion on the slope of the dumped soil area is individual amount of precipitation, the width of the flat roof and rain intensity. There are well linear relationships between the amount of soil erosion and the principal factor, and their correlation coefficient are 0.935 7-0.999 8.

  8. Field performance of timber bridges. 11, Spearfish Creek stress-laminated box-beam bridge

    Science.gov (United States)

    J. P. Wacker; M. A. Ritter; K. Stanfill-McMillan

    The Spearfish Creek bridge was constructed in 1992 in Spearfish, South Dakota. It is a single-span, stress-laminated, box-beam superstructure. Performance of the bridge is being monitored for 5 years, beginning at installation. This report summarizes results for the first 3-1/2 years of monitoring and includes information on the design, construction, and field...

  9. Bridging the gap between sustainability, the regulatory, and the recycling of construction and demolition waste in the UAE, with specific reference to the Emirate of Sharjah

    Directory of Open Access Journals (Sweden)

    Bialko Marta

    2017-01-01

    Full Text Available Waste management is currently an inherent part of sustainable construction and, thus, sustainable development. Construction and demolition waste is an issue continuously intensifying in every country. The primary object of this paper is to present issues associated with a gap between sustainable building regulations in the United Arab Emirates, and the recycling facilities such as the Bee’ah facility in Sharjah. Existing construction and demolition waste management has been investigated in terms of available literature as well as for construction sites and the precast concrete factory located in Sharjah.

  10. MULTIPHASE BLASTING OF THE BRIDGE ACROSS THE DRENICA RIVER

    Directory of Open Access Journals (Sweden)

    Branko Božić

    1989-12-01

    Full Text Available The construction of new bridges on the sites of the existing ones require demolition of the old bridge. Due to closeness of newly erected bridge elements the fundations of old bridges are demolished by multiphase blasting process. The blasting of the piers and anchorages of the bridge across 'the Drenica river carrying the Balačevac—Goleš industrial railway was done in four phases. The piers and anchorages of a new bridge and its construction elements have been erected before (the paper is published in Croatian.

  11. Assessing the Impacts of Chinese Sustainable Ground Transportation on the Dynamics of Urban Growth: A Case Study of the Hangzhou Bay Bridge

    Directory of Open Access Journals (Sweden)

    Qing Zheng

    2016-07-01

    Full Text Available Although China has promoted the construction of Chinese Sustainable Ground Transportation (CSGT to guide sustainable development, it may create substantial challenges, such as rapid urban growth and land limitations. This research assessed the effects of the Hangzhou Bay Bridge on impervious surface growth in Cixi County, Ningbo, Zhejiang Province, China. Changes in impervious surfaces were mapped based on Landsat images from 1995, 2002, and 2009 using a combination of multiple endmember spectral mixture analysis (MESMA and landscape metrics. The results indicated that the area and density of impervious surfaces increased significantly during construction of the Hangzhou Bay Bridge (2002–2009. Additionally, the bridge and connected road networks promoted urban development along major roads, resulting in compact growth patterns of impervious surfaces in urbanized regions. Moreover, the Hangzhou Bay Bridge promoted the expansion and densification of impervious surfaces in Hangzhou Bay District, which surrounds the bridge. The bridge also accelerated socioeconomic growth in the area, promoting rapid urban growth in Cixi County between 2002 and 2009. Overall, the Hangzhou Bay Bridge is an important driver of urban growth in Cixi County, and policy suggestions for sustainable urban growth should be adopted in the future.

  12. 天津市疏港联络线8座桥梁建设的防洪影响分析%Analysis of flood control of eight bridge construction affected Tianjin Port contact line

    Institute of Scientific and Technical Information of China (English)

    李春玲; 曾文

    2014-01-01

    Based on analysis of flood control of 8 bridge construction in the contact line of the Port in Tianjin Binhai New Area,the main contents includes the construction project layout pattern analysis and comprehen-sive evaluation analysis and calculation of backwater ,scour analysis and calculation ,calculation and analysis of the impact on beam bottom elevation of flood control.Through the analysis calculates that took place near the front axle backwater near the bridge,a smaller impact on downstream river flow rates,flow potential;subse-quent implementation crossing bridge ,the bridge located at a flow rate of change is unlikely ,the flow of water will not produce more impact.Pier local scour depth is small ,basically no impact on the overall river regime. Meanwhile,to mitigate the effects of erosion caused by backwater and make some treatment measures.%本文通过对天津市滨海新区疏港联络线8座桥梁建设进行防洪影响分析,主要内容包括建设项目布置型式分析、壅水分析计算、冲刷分析计算、梁底高程分析计算和防洪影响综合评价等[1]。通过分析计算得出,桥前壅水发生在近桥附近,对下游河道流速、流势的影响较小;跨河桥梁实施以后,桥位处的流速变化不大,对水流流向不会产生较大影响。桥墩局部冲刷深度较小,对总体河势基本不产生影响。同时,为减轻壅水和冲刷造成的影响,提出一些处理措施。

  13. A review of long-span suspension bridges: a case of Akashi-Kaikyo ...

    African Journals Online (AJOL)

    A review of long-span suspension bridges: a case of Akashi-Kaikyo and Runyang ... bridge ever built, and the greatest bridge in the beginning of the new Millennium. These bridges contain remarkable features of novel bridge construction ...

  14. 23 CFR 650.805 - Bridges not requiring a USCG permit.

    Science.gov (United States)

    2010-04-01

    ... 23 Highways 1 2010-04-01 2010-04-01 false Bridges not requiring a USCG permit. 650.805 Section 650... OPERATIONS BRIDGES, STRUCTURES, AND HYDRAULICS Navigational Clearances for Bridges § 650.805 Bridges not... permit is not required for bridge construction. This determination shall be made at an early stage...

  15. Aptamer Recognition Induced Target-Bridged Strategy for Proteins Detection Based on Magnetic Chitosan and Silver/Chitosan Nanoparticles Using Surface-Enhanced Raman Spectroscopy.

    Science.gov (United States)

    He, Jincan; Li, Gongke; Hu, Yuling

    2015-11-03

    Poor selectivity and biocompability remain problems in applying surface-enhanced Raman spectroscopy (SERS) for direct detection of proteins due to similar spectra of most proteins and overlapping Raman bands in complex mixtures. To solve these problems, an aptamer recognition induced target-bridged strategy based on magnetic chitosan (MCS) and silver/chitosan nanoparticles (Ag@CS NPs) using SERS was developed for detection of protein benefiting from specific affinity of aptamers and biocompatibility of chitosan (CS). In this process, one aptamer (or antibody) modified MCS worked as capture probes through the affinity binding site of protein. The other aptamer modified Raman report molecules encapsulated Ag@CS NPs were used as SERS sensing probes based on the other binding site of protein. The sandwich complexes of aptamer (antibody)/protein/aptamer were separated easily with a magnet from biological samples, and the concentration of protein was indirectly reflected by the intensity variation of SERS signal of Raman report molecules. To explore the universality of the strategy, three different kinds of proteins including thrombin, platelet derived growth factor BB (PDGF BB) and immunoglobulin E (lgE) were investigated. The major advantages of this aptamer recognition induced target-bridged strategy are convenient operation with a magnet, stable signal expressing resulting from preventing loss of report molecules with the help of CS shell, and the avoidance of slow diffusion-limited kinetics problems occurring on a solid substrate. To demonstrate the feasibility of the proposed strategy, the method was applied to detection of PDGF BB in clinical samples. The limit of detection (LOD) of PDGF BB was estimated to be 3.2 pg/mL. The results obtained from human serum of healthy persons and cancer patients using the proposed strategy showed good agreement with that of the ELISA method but with wider linear range, more convenient operation, and lower cost. The proposed

  16. 公路桥梁工程施工安全重大风险源的评估与控制%The Evaluation and Control of Major Hazard of Road and Bridge's Engineering Construction Safety

    Institute of Scientific and Technical Information of China (English)

    余雪娟

    2014-01-01

    以灌河大桥施工为例,从风险安全控制出发,通过定性定量分析,确定了公路桥梁施工重大风险源的风险等级,在风险预测和相应的监测手段的基础上,提出相应的风险控制措施,使公路桥梁施工中的风险得到有效的控制,保证了公路桥梁施工的安全和工程质量。%This paper confirms the risk level of major hazard in road and bridge‘s construction through qualitative and quantitative analysis for the safety control based on the example of Guanhe Bridge Construc-tion. The paper comes up with respective measures for risk control based on the risk prediction and monitor-ing methods and makes the effectively control of the risk in the road and bridge’ s construction to ensure the safety and engineering quality of road and bridge‘s construction.

  17. 高速公路桥梁工程超深矩形深井基础施工%On foundation construction of ultra-deep rectangular deep well in expressway bridge project

    Institute of Scientific and Technical Information of China (English)

    张惠元

    2012-01-01

    Combining with the ultra-deep well construction of Laoyingyan Bridge of the eighth section of Huishui-Xingren expressway in Guizhou,the paper introduces the ultra-deep well construction technique of expressways bridge,adopts the manual hand-held pick or pickaxe for the upper gravel soil and gravel layer to excavate from the upper to lower layers,the full section smooth blasting technique to excavate in lower strong weathering and medium weathering limestone,the mast electric hoister to extract ballast,the ejector anchor primary support and the reinforced concrete wall protection,so it can fully complete the ultra-well construction with safety,excellence and efficiency.%结合贵州省惠水至兴仁高速公路八标段老鹰岩大桥超深深井施工实例,介绍了高速公路桥梁超深深井施工技术,上部碎石土、砾砂层采用人工手持风镐或十字镐从上到下逐层挖掘,下部强风化、中风化灰岩采用全断面光面爆破开挖,桅杆式电动卷扬机提碴,喷锚初期支护及钢筋混凝土护壁跟进,安全、优质、高效地完成了全部超深深井施工。

  18. 大桥深水基础方案设计与施工及经济性研究%Study of Design Solutions, Construction and Economy of Deepwater Foundations for Major Bridges

    Institute of Scientific and Technical Information of China (English)

    杨进

    2011-01-01

    大桥深水基础方案设计在技术上如能很好地与环境相适应,可以达到经济上更合理,现以2座大桥基础工程实例进行分析.肇庆西江公铁两用大桥水中4号墩基础外形与高承台管柱基础基本相似,采用全钢外壳,由于在施工中无需承受震动打桩机的强力冲击,所以结构截面比较轻型,用钢量并不高,且有相当一部分系使用后可以回收的常备式杆件,故在经济上更具优势而且工期也短.泰州长江公路大桥中塔沉井基础高76 m,分为12节,沉井平面布置12个大井孔,与当时在长江中习惯采用的大直径深钻孔集群桩基础方案相比,该沉井基础在材料上更节省,工艺上更简单,且在受力性能和经济性方面明显占优,具有明显的技术优势.%If the design solutions of deepwater foundations for major bridges can technically accommodate very well the environment where the foundations are located, the solutions will be economically still more rational. The practical examples of the foundations of two major bridges are cited herewith and analyzed. The outline of the foundation for in-water Pier No. 4 of Zhaoqing Xijiang River Rail-cum-Road Bridge, used with complete steel shell, is basically similar to the foundation of the cylindrical shafts with elevated pier base. The structural cross section of the foundation for the pier is rather light and the usage amount of steel is not great because the foundation does not have to sustain strong impact from vibro-pile driver in the construction and moreover, a considerable part of the common members for the foundation is recyclable after usage and the foundation therefore is economically advantageous and the working time schedule is short as well. The caisson foundation, 76 m in height, for intermediate tower of Taizhou Changjiang River Highway Bridge is composed of 12 lifts and has 12 big wells arranged in plan of the caisson. In comparison to the large diameter and deep hole group

  19. The herpes virus Fc receptor gE-gI mediates antibody bipolar bridging to clear viral antigens from the cell surface.

    Science.gov (United States)

    Ndjamen, Blaise; Farley, Alexander H; Lee, Terri; Fraser, Scott E; Bjorkman, Pamela J

    2014-03-01

    The Herpes Simplex Virus 1 (HSV-1) glycoprotein gE-gI is a transmembrane Fc receptor found on the surface of infected cells and virions that binds human immunoglobulin G (hIgG). gE-gI can also participate in antibody bipolar bridging (ABB), a process by which the antigen-binding fragments (Fabs) of the IgG bind a viral antigen while the Fc binds to gE-gI. IgG Fc binds gE-gI at basic, but not acidic, pH, suggesting that IgG bound at extracellular pH by cell surface gE-gI would dissociate and be degraded in acidic endosomes/lysosomes if endocytosed. The fate of viral antigens associated with gE-gI-bound IgG had been unknown: they could remain at the cell surface or be endocytosed with IgG. Here, we developed an in vitro model system for ABB and investigated the trafficking of ABB complexes using 4-D confocal fluorescence imaging of ABB complexes with transferrin or epidermal growth factor, well-characterized intracellular trafficking markers. Our data showed that cells expressing gE-gI and the viral antigen HSV-1 gD endocytosed anti-gD IgG and gD in a gE-gI-dependent process, resulting in lysosomal localization. These results suggest that gE-gI can mediate clearance of infected cell surfaces of anti-viral host IgG and viral antigens to evade IgG-mediated responses, representing a general mechanism for viral Fc receptors in immune evasion and viral pathogenesis.

  20. The herpes virus Fc receptor gE-gI mediates antibody bipolar bridging to clear viral antigens from the cell surface.

    Directory of Open Access Journals (Sweden)

    Blaise Ndjamen

    2014-03-01

    Full Text Available The Herpes Simplex Virus 1 (HSV-1 glycoprotein gE-gI is a transmembrane Fc receptor found on the surface of infected cells and virions that binds human immunoglobulin G (hIgG. gE-gI can also participate in antibody bipolar bridging (ABB, a process by which the antigen-binding fragments (Fabs of the IgG bind a viral antigen while the Fc binds to gE-gI. IgG Fc binds gE-gI at basic, but not acidic, pH, suggesting that IgG bound at extracellular pH by cell surface gE-gI would dissociate and be degraded in acidic endosomes/lysosomes if endocytosed. The fate of viral antigens associated with gE-gI-bound IgG had been unknown: they could remain at the cell surface or be endocytosed with IgG. Here, we developed an in vitro model system for ABB and investigated the trafficking of ABB complexes using 4-D confocal fluorescence imaging of ABB complexes with transferrin or epidermal growth factor, well-characterized intracellular trafficking markers. Our data showed that cells expressing gE-gI and the viral antigen HSV-1 gD endocytosed anti-gD IgG and gD in a gE-gI-dependent process, resulting in lysosomal localization. These results suggest that gE-gI can mediate clearance of infected cell surfaces of anti-viral host IgG and viral antigens to evade IgG-mediated responses, representing a general mechanism for viral Fc receptors in immune evasion and viral pathogenesis.

  1. Building Bridges

    DEFF Research Database (Denmark)

    The report Building Bridges adresses the questions why, how and for whom academic audience research has public value, from the different points of view of the four working groups in the COST Action IS0906 Transforming Audiences, Transforming Societies – “New Media Genres, Media Literacy and Trust...... in the Media”, “Audience Interactivity and Participation”, “The Role of Media and ICT Use for Evolving Social Relationships” and “Audience Transformations and Social Integration”. Building Bridges is the result of an ongoing dialogue between the Action and non-academic stakeholders in the field of audience...... Belgrade), Leo Pekkala (Finnish Centre for Media Education and Audiovisual Media/MEKU), Julie Uldam (Network on Civic Engagement and Social Innovation) and Gabriella Velics (Community Media Forum Europe)....

  2. Mathematical bridges

    CERN Document Server

    Andreescu, Titu; Tetiva, Marian

    2017-01-01

    Building bridges between classical results and contemporary nonstandard problems, Mathematical Bridges embraces important topics in analysis and algebra from a problem-solving perspective. Blending old and new techniques, tactics and strategies used in solving challenging mathematical problems, readers will discover numerous genuine mathematical gems throughout that will heighten their appreciation of the inherent beauty of mathematics. Most of the problems are original to the authors and are intertwined in a well-motivated exposition driven by representative examples. The book is structured to assist the reader in formulating and proving conjectures, as well as devising solutions to important mathematical problems by making connections between various concepts and ideas from different areas of mathematics. Instructors and educators teaching problem-solving courses or organizing mathematics clubs, as well as motivated mathematics students from high school juniors to college seniors, will find Mathematical Bri...

  3. Plastic Bridge

    Institute of Scientific and Technical Information of China (English)

    履之

    1994-01-01

    Already ubiquitous in homes and cars, plastic is now appearing inbridges. An academic-industrial consortium based at the University ofCalifornia in San Diego is launching a three-year research program aimed atdeveloping the world’s first plastic highway bridge, a 450-foot span madeentirely from glass-,carbon,and polymer-fiber-reinforced composite mate-rials, the stuff of military aircraft. It will cross Interstate 5 to connect thetwo sides of the school’s campus.

  4. Optimization Analysis of Stayed-buckle Cable Forces of a Oversized Bridge Construction Based on the Linear Programming%基于线性规划的某特大桥施工扣索索力优选分析

    Institute of Scientific and Technical Information of China (English)

    张耀庭; 颜燕祥; 张正哲; 李艳芳; 张敏

    2014-01-01

    With the development of the large-span bridge engineering, the affirmance of the wire rope cable forces of the connection between the bridge superstructure and piers ( Abutment) has become a key technical problem in bridge design and construction process. The design of cable force is directly related to safety issues and the normal use in the construction and operational stage. Combined with the construction of a Bridge,the article presents the principle of linear programming to optimize cable force. The optimal method of cable force uses the cable dosage minimum as an objective function and the pre-tension force as optimal variables, and then uses the stress in key sections and the deflection in end of cantilever as constraint conditions. With the help of ANSYS software and MATLAB tools,the optimization of construction ( temporary) buckle cable tension of stage of the structure of linear work is achieved. Compared with the existing cable force methods, the method proposed in this paper to determine cable force can reduce the number of tune cable construction process and improve the accuracy of the design of cable force. For similar projects, it provides a new way of thinking to determine the steel cables of the relative optimum tensile force.%随着斜拉桥等大跨度桥梁工程的发展,桥梁上部结构与桥墩(台)之间连接的钢索索力的确定已成为桥梁设计与施工过程中的关键技术问题,索力取值合理与否直接关系到结构施工及运营阶段的安全与正常使用问题。本文结合某特大桥的施工,将线性规划原理引入到该桥的施工索力优化当中,以扣索用量最少为目标函数,以拉索索力大小为控制变量,以关键截面应力和悬臂端点挠度为约束条件;借助ANSYS软件和MATLAB工具,实现了结构线性工作阶段的施工(临时)扣索索力的优选分析。与已有的索力确定方法相比,本文提出的确定索力方法可减少施工过程

  5. 南京长江第四大桥工程建设及关键技术%The construction and key techniques of the Fourth Nanjing Yangtze River Bridge

    Institute of Scientific and Technical Information of China (English)

    武焕陵

    2013-01-01

      南京长江第四大桥是世界上首座主跨1418 m的三跨连续弹性支承体系钢箱加劲梁悬索桥,首次采用了弹性支承体系以及缆索的分布传力锚固系统,克服了复杂地质条件下超大“∞”形地下连续墙(以下简称地连墙)及超大规模沉井深基础的设计施工技术难题,提出了主缆缆索混编技术及富氩气体保护焊技术,采用了复合浇筑式沥青钢桥面铺装技术,运用综合技术手段严格控制大体积混凝土施工质量。本文从建设管理及关键技术创新方面进行了综述。%The Fourth Nanjing Yangtze River Bridge is the first suspension bridge of three-span steel box girder using continuity and flexible bearing system with a main span of 1 418 m,and makes use of the flexible bearing system and distributional force transmission system with main rope for the first time. It overcomes the deep foundation design and construction technical problems of oversized“∞”shape diaphragm wall and ultra-large well-sinking under complicated geological conditions,proposes the technologies of main rope mixed-knit and argon-rich gas shielded arc welding,and uses the pavement technique of compound gussasphalt at steel bridge deck. Additionally,it utilizes synthetical technique to control construction quality of bulk mass concrete. This text summarizes the construction management and key technical innovation.

  6. Molecular and electronic structure of osmium complexes confined to Au(111) surfaces using a self-assembled molecular bridge

    Energy Technology Data Exchange (ETDEWEB)

    Llave, Ezequiel de la; Herrera, Santiago E.; Adam, Catherine; Méndez De Leo, Lucila P.; Calvo, Ernesto J.; Williams, Federico J., E-mail: fwilliams@qi.fcen.uba.ar [INQUIMAE-CONICET, Departamento de Química Inorgánica, Analítica y Química-Física, Facultad Ciencias Exactas y Naturales, Universidad de Buenos Aires, Ciudad Universitaria, Pabellón 2, Buenos Aires C1428EHA (Argentina)

    2015-11-14

    The molecular and electronic structure of Os(II) complexes covalently bonded to self-assembled monolayers (SAMs) on Au(111) surfaces was studied by means of polarization modulation infrared reflection absorption spectroscopy, photoelectron spectroscopies, scanning tunneling microscopy, scanning tunneling spectroscopy, and density functional theory calculations. Attachment of the Os complex to the SAM proceeds via an amide covalent bond with the SAM alkyl chain 40° tilted with respect to the surface normal and a total thickness of 26 Å. The highest occupied molecular orbital of the Os complex is mainly based on the Os(II) center located 2.2 eV below the Fermi edge and the LUMO molecular orbital is mainly based on the bipyridine ligands located 1.5 eV above the Fermi edge.

  7. Vibration analysis of the Second Saikai Bridge—a concrete filled tubular (CFT) arch bridge

    Science.gov (United States)

    Yoshimura, Mistuhiro; Wu, Qingxiong; Takahashi, Kazuo; Nakamura, Shozo; Furukawa, Kazuyoshi

    2006-02-01

    Concrete-filled steel tubular (CFT) arch bridges have been rapidly developing in China since 1990. Research has focused on the static behavior, thermal stress and erection technique, however, and there has been very little research of natural vibrations and dynamic responses of these bridges. Japan's first CFT arch bridge in highway bridges, the Second Saikai Bridge, is now under construction in Nagasaki Prefecture. Furthermore, this bridge has a pedestrian bridge that is suspended under the girder, which is rare. Therefore, the natural vibration properties are examined, and the influence of pedestrian bridge structure on the natural vibration of main bridge is discussed first. Response analysis under a moving vehicle and pedestrian is carried out, and the response characteristics and response level are clarified. The natural vibrations and responses are compared to those of CFT arch bridges that have been constructed in China. Results show the fine performance of both main bridge and pedestrian bridge of the Second Saikai Bridge.

  8. Synthesis, crystal structure and photo luminescent property of a 3D metal-organic hybrid of Cd(II) constructed by two different bridging carboxylate

    Indian Academy of Sciences (India)

    Biswajit Bhattacharya; Rajdip Dey; Debajyoti Ghoshal

    2013-05-01

    A solvothermal reaction of cadmium (II) nitrate with succinic acid and isonicotinic acid creates a novel 3D metal-organic framework, [Cd3(isonicotinate)2(suc)2] (1). Single crystal X-ray structure determination reveals that complex 1 posses two crystallographically independent Cd(II) centres. The succinate anion acts here as a heptadented ligand and binds five Cd(II) centre simultaneously. The heptacoordinated Cd(II) centres are oxo-bridged by succinate moiety and the hexacoordinated metal centres are terminally connected through four different succinate moiety to make the overall 2D sheet arrangement. In unit cell, the ratio of hexadented Cd(II) and heptadented Cd(II) is 1:2. The new compound was also characterized by luminescence spectra and compared with the luminescence spectra of the pure isonicotinic acid.

  9. One-dimensional Polymers Constructed with Binuclear Copper(Ⅱ) α,β-Unsaturated Carboxylates Bridged by 4,4'-Bipyridine

    Institute of Scientific and Technical Information of China (English)

    刘萍; 王尧宇; 李东升; 栾新军; 高松; 史启祯

    2005-01-01

    A methanol solution of 4,4'-bipyridine reacts with Cu2A4(H2O)2 to yield coordination polymers of general formula: [Cu2A4(bipy)]n [A: CH2=C(Me)CO2- (1), CH2=CHCO2- (2); bipy: 4,4'-bipyridine]. They were characterized by elemental analyses, IR spectra and thermal analyses. The X-ray structure analyses of 1 show a one-dimensional chain structure where the binuclear structural units Cu2[CH2=C(Me)CO2]4 are bridged by 4,4'-bipyridine molecules. Furthermore, the binuclear units between adjacent layers can form micropores. The temperature-dependent magnetic susceptibility of 1 indicates that the strong antiferromagnetic interaction exists between copper(Ⅱ) atoms in the binuclear units.

  10. Observation of Nitrogen and Phosphorus Removals and Accumulations in Surface Flow Constructed Wetland (SFCW

    Directory of Open Access Journals (Sweden)

    Suntud Sirianuntapiboon

    2012-06-01

    Full Text Available The tropical emergent plant species; Cyperus involucratus, Canna siamensis, Heliconia sp., Hymenocallis littoralis, Typha augustifolia and Thalia dealbata were used to observe nutrients (total phosphorus: TP and total nitrogen: TN removal efficiencies of surface flow constructed wetland (SFCW. The system was operated at different hydraulic retention time (HRT of 1, 3 and 5 days and the average atmospheric temperature of 29.1 ± 4.9oC. The seafood industrial wastewater was employed as the influent. The high biomass production plant species; Cyperus involucratus, Typha augustifolia and Thalia dealbata could generate the high oxidative environment. Amount of N and P accumulations in plant tissue were increased with the increase of plant biomass production. The system did not show any significantly different on N and P accumulations among the tested-emergent plant species. But the amount of accumulated-N and P were increased with the increase of HRT. N accumulations in plant tissue, effluent, sediment and media of the system with the tested-emergent plant species under HRT of 1-5 days were in the range of 2.17-43.80%, 7.91-27.75%, 19.62-36.86% and 14.39-31.88%, respectively. Also, P accumulations were 0.79-17.01%, 20.35-28.37%, 40.96-56.27% and 9.09-20.47%, respectively.

  11. Modelling and evaluation of nitrogen removal performance in subsurface flow and free water surface constructed wetlands.

    Science.gov (United States)

    Tunçsiper, B; Ayaz, S C; Akça, L

    2006-01-01

    With the aim of protecting drinking water sources in rural regions, pilot-scale subsurface water flow (SSF) and free water surface flow (FWS) constructed wetland systems were evaluated for removal efficiencies of nitrogenous pollutants in tertiary stage treated wastewaters (effluent from the Pasaköy biological nutrient removal plant). Five different hydraulic application rates and emergent (Canna, Cyperus, Typhia sp., Phragmites sp., Juncus, Poaceae, Paspalum and Iris) and floating (Pistia, Salvina and Lemna) plant species were assayed. The average annual NH4-N, NO3-N and organic-N treatment efficiencies were 81, 40 and 74% in SSFs and 76, 59 and 75% in FWSs, respectively. Two types of the models (first-order plug flow and multiple regression) were tried to estimate the system performances. Nitrification, denitrification and ammonification rate constants (k20) values in SSF and FWS systems were 0.898 d-1 and 0.541 d(-1), 0.486 d(-1) and 0.502 d(-1), 0.986 d(-1) and 0.908, respectively. Results show that the first-order plug flow model clearly estimates slightly higher or lower values than observed when compared with the other model.

  12. Biokinetic model for nitrogen removal in free water surface constructed wetlands.

    Science.gov (United States)

    Gargallo, S; Martín, M; Oliver, N; Hernández-Crespo, C

    2017-06-01

    In this article, a mechanistic biokinetic model for nitrogen removal in free water surface constructed wetlands treating eutrophic water was developed, including organic matter performance due to its importance in nitrogen removal by denitrification. Ten components and fourteen processes were introduced in order to simulate the forms of nitrogen and organic matter, the mechanisms of autotrophic and heterotrophic microorganisms in both aerobic and anoxic conditions, as well as macrophytes nitrogen uptake and release. Dissolved oxygen was introduced as an input variable with a time step of 0.5days for mimicking eutrophic environments: aerobic conditions were assigned during daylight hours and anoxic conditions during the night. The sensitivity analysis showed that the most influential parameters were those related to the growth of heterotrophic and autotrophic microorganisms. The model was properly calibrated and validated in two full scale systems working in real conditions for treating eutrophic water from Lake L'Albufera (València). In the studied systems, ammonium was mainly removed by the growth of autotrophic microorganisms (nitrification) whereas nitrate was removed by the anoxic growth of heterotrophic microorganisms (denitrification). Macrophyte uptake removed between 9 and 19% of the ammonium entering to the systems, although degradation of dead standing macrophytes returned a significant part to water column.

  13. Construction of boundary-surface-based Chinese female astronaut computational phantom and proton dose estimation.

    Science.gov (United States)

    Sun, Wenjuan; Jia, Xianghong; Xie, Tianwu; Xu, Feng; Liu, Qian

    2013-03-01

    With the rapid development of China's space industry, the importance of radiation protection is increasingly prominent. To provide relevant dose data, we first developed the Visible Chinese Human adult Female (VCH-F) phantom, and performed further modifications to generate the VCH-F Astronaut (VCH-FA) phantom, incorporating statistical body characteristics data from the first batch of Chinese female astronauts as well as reference organ mass data from the International Commission on Radiological Protection (ICRP; both within 1% relative error). Based on cryosection images, the original phantom was constructed via Non-Uniform Rational B-Spline (NURBS) boundary surfaces to strengthen the deformability for fitting the body parameters of Chinese female astronauts. The VCH-FA phantom was voxelized at a resolution of 2 × 2 × 4 mm(3)for radioactive particle transport simulations from isotropic protons with energies of 5000-10 000 MeV in Monte Carlo N-Particle eXtended (MCNPX) code. To investigate discrepancies caused by anatomical variations and other factors, the obtained doses were compared with corresponding values from other phantoms and sex-averaged doses. Dose differences were observed among phantom calculation results, especially for effective dose with low-energy protons. Local skin thickness shifts the breast dose curve toward high energy, but has little impact on inner organs. Under a shielding layer, organ dose reduction is greater for skin than for other organs. The calculated skin dose per day closely approximates measurement data obtained in low-Earth orbit (LEO).

  14. Enhancement of surface flow constructed wetlands performance at low temperature through seasonal plant collocation.

    Science.gov (United States)

    Zhang, Jian; Sun, Haimeng; Wang, Wengang; Hu, Zhen; Yin, Xiaole; Ngo, Huu Hao; Guo, Wenshan; Fan, Jinlin

    2017-01-01

    In the present study, a novel seasonal plant collocation system (SPCS), specifically the Potamogeton crispus and Phragmites australis series system, was investigated to enhance the performance of surface flow constructed wetlands (SFCWs) at low temperature. Results of a year-round experiment showed that SPCS conquered the adverse effect of low temperature and achieved sustainable nutrients removal. In addition, during winter, removal efficiencies of NH4-N, TP, COD, and TN in SPCS were 18.1%, 17.6%, 10.1% and 5.2% higher than that in the control, respectively. P. crispus and P. australis complemented each other in terms of plant growth and plant uptake during the experiment period. Furthermore, it emerged that P. crispus could increase the quantity of ammonia oxidizing bacteria by 10.2%, due to its high oxygen enrichment ability. It is suggested that seasonal plant collocation has a promising future in SFCWs of areas being affected by climate change, e.g. northern China. Copyright © 2016 Elsevier Ltd. All rights reserved.

  15. Purification ability and carbon dioxide flux from surface flow constructed wetlands treating sewage treatment plant effluent.

    Science.gov (United States)

    Wu, Haiming; Lin, Li; Zhang, Jian; Guo, Wenshan; Liang, Shuang; Liu, Hai

    2016-11-01

    In this study, a two-year experiment was carried out to investigate variation of carbon dioxide (CO2) flux from free water surface constructed wetlands (FWS CW) systems treating sewage treatment plant effluent, and treatment performance was also evaluated. The better 74.6-76.6% COD, 92.7-94.4% NH4(+)-N, 60.1-84.7% TN and 49.3-70.7% TP removal efficiencies were achieved in planted CW systems compared with unplanted systems. The planted CW was a net CO2 sink, while the unplanted CW was a net CO2 source in the entire study period. An obvious annual and seasonal variability of CO2 fluxes from different wetland systems was also presented with the average CO2 flux ranging from -592.83mgm(-2)h(-1) to 553.91mgm(-2)h(-1) during 2012-2013. In addition, the net exchange of CO2 between CW systems and the atmosphere was significantly affected by air temperature, and the presence of plants also had the significant effect on total CO2 emissions. Copyright © 2016 Elsevier Ltd. All rights reserved.

  16. Carbon sequestration in a surface flow constructed wetland after 12 years of swine wastewater treatment.

    Science.gov (United States)

    Reddy, Gudigopuram B; Raczkowski, Charles W; Cyrus, Johnsely S; Szogi, Ariel

    2016-01-01

    Constructed wetlands used for the treatment of swine wastewater may potentially sequester significant amounts of carbon. In past studies, we evaluated the treatment efficiency of wastewater in a marsh-pond-marsh design wetland system. The functionality of this system was highly dependent on soil carbon content and organic matter turnover rate. To better understand system performance and carbon dynamics, we measured plant dry matter, decomposition rates and soil carbon fractions. Plant litter decomposition rate was 0.0052 g day(-1) (±0.00119 g day(-1)) with an estimated half-life of 133 days. The detritus layer accumulated over the soil surface had much more humin than other C fractions. In marsh areas, soil C extracted with NaOH had four to six times higher amounts of humic acid, fulvic acid and humin than soil C extracted by cold and hot water, HCl/HF, and Na pyruvate. In the pond area, humic acid, fulvic acid and humin content were two to four times lower than in the marsh area. More soil C and N was found in the marsh area than in the pond area. These wetlands proved to be large sinks for stable C forms.

  17. a Code for Automated Construction of Potential Energy Surfaces for Van Der Waals Systems

    Science.gov (United States)

    Quintas Sánchez, Ernesto; Dawes, Richard

    2017-06-01

    The potential energy surface (PES) constitutes a cornerstone for theoretical studies of spectroscopy and dynamics. We fit PESs using a local interpolating moving least squares (L-IMLS) approach. The L-IMLS method is interpolative and has the flexibility to fit energies or energies and gradients, where inclusion of gradient information significantly reduces the number of points required for an accurate fit. The method permits fully automated PES generation: beginning with an initial set of seed points, an automatic point selection scheme determines where new data are required and, in a series of iterations, computes new ab initio data and updates the fit until a specified accuracy is reached. We have interfaced this fitting approach to popular electronic structure codes such as Molpro and CFOUR to automatically generate ab initio 4D PESs for vdWs systems composed of two (rigid) linear fragments. We present here our freely distributed code designed to run in parallel on a computing cluster, allowing the user to specify the system (masses, interatomic equilibrium distances, symmetry, energy range of interest, etc.) through an input file. For a selection of benchmark systems, we show that PESs with fitting errors below 1 \\wn can be constructed using only a few hundred ab initio points. M. Majumder, S. Ndengue and R. Dawes, Molecular Physics 114, 1 (2016).

  18. pH and Eh effects on phosphorus fate in constructed wetland's sludge surface deposit.

    Science.gov (United States)

    Kim, Boram; Gautier, Mathieu; Simidoff, Arnaud; Sanglar, Corinne; Chatain, Vincent; Michel, Philippe; Gourdon, Rémy

    2016-12-01

    The objective of the present study was to assess the influence of extreme pH and redox potential (Eh) conditions on phosphorus (P) retention within the surface sludge deposit layer of a vertical flow constructed wetland (VFCW) where phosphorus was captured by FeCl3 injection. Series of 27 successive batch leaching tests were conducted under acidic, alkaline or reductive conditions using a representative sludge sample taken from an 8-year old VFCW plant. Experiments were followed by monitoring the pH and Eh variations and analysing the releases of P and other selected elements into the solutions. The sludge material was also analyzed before and after leaching, using solution (31)P NMR spectroscopy and sequential chemical extractions, in order to evaluate dissolutions of both organic and inorganic P-bearing species and their respective contributions to P release. The correlations between the monitored variables were analyzed and visualized through principal components analyses (PCA). Results showed a very good stability of P retention in the sludge deposit and a relatively good acid-buffering capacity of the sludge, revealing that the risk of accidental P release into the environment would be extremely low during the real plant operation. Copyright © 2016 Elsevier Ltd. All rights reserved.

  19. Risk Identification and Countermeasure for Construction of Cast-in Place Pile in Large Bridge%大型桥梁钻孔灌注桩施工风险识别与应对策略

    Institute of Scientific and Technical Information of China (English)

    李军; 张帆

    2011-01-01

    Combined with the construction characteristics of cast-in place pile in large bridge,the article discusses the importance of risk identification and also identify the risk factors existing through decomposition method.Corresponding countermeasures and meth-ods are proposed in the end.%文章结合大型桥梁钻孔灌注桩的施工特点,阐述了风险识别的重要性,并采用分解分析法对钻孔灌注桩施工过程中的风险因素进行分析识别,提出了相应的风险应对策略及措施。

  20. Effects of surface roughness and cross-sectional distortions on the wind-induced response of bridge cables in dry conditions

    DEFF Research Database (Denmark)

    Matteoni, Giulia; Georgakis, Christos T.

    Theoretical and experimental investigations to date assumed that bridge stay cables can be modelled as ideal circular cylinders and that their aerodynamic coefficients are invariant with wind angle-of-attack. These changes are neglected when the potential for bridge cable instability is evaluated...

  1. Design on Information System of the River Bridge Construction Management Based on GIS%基于GIS的大桥施工管理信息系统的设计

    Institute of Scientific and Technical Information of China (English)

    史永兴; 郭志佳

    2012-01-01

    桥梁施工管理信息系统应用GIS技术,将施工过程中的测量、进度、质量和成本作为系统管理的重点,设计了11个子系统,涵盖了大量的空间信息,内容丰富、覆盖面广、适应性强。它在提高管理效率、把握施工进程、控制施工质量等方面,都显示出传统的手工管理模式无法比拟的优点,同时强大的图形表现能力,使它比传统数据库更具有现实的研究价值。%Using the technology of GIS information system of bridge construction management takes it into account which is the measure,schedule,quality and cost during the construction,including eleven sub-systems with abundant dimensional information,wide content,large scale and strong adaptability.There are incomparable advantages that overcome the shortcoming of traditional managements,such as improving controlling the course of construction and quality,and strong graphic capability that enables system to have more realistic research value exceeding traditional database.

  2. 襄樊汉江三桥主墩承台大体积混凝土施工技术%Large Volume Concrete Construction Technology of Hanjiang the Third Bridge Main Pier Pile Cap in Xiangfan

    Institute of Scientific and Technical Information of China (English)

    吴刚; 蒲赞全; 钟启凯; 刘开扬

    2011-01-01

    Based on the large volume pile cap construction of Hanjiang the Third Bridge main pier in Xiangfan,the construction technology of the large volume pile cap is analyzed. , including cofferdam construction of steel sheet pile, bottom sealing of underwater concrete. A series of measures from concrete raw material to concrete pouring are taked to prevent exorbitant hydration temperature in mass concrete causing concrete crack, including mix design of low hydration heat concrete, temperature control calculation of concrete, field temperature control measures of mass concrete, temperature monitoring during construction. Thus,pile cap construction is completed successfully.%结合襄樊汉江三桥主墩大体积承台施工,分析了大体积承台施工技术,包括:钢板桩围堰施工,水下混凝土封底.为防止大体积混凝土在水化过程中结构内部产生过高的水化热温度,致使结构产生有害裂缝,从混凝土原材料到混凝土浇筑施工采取了一系列有效的技术控制措施,包括低水化热混凝土配合比设计、混凝土温控计算、大体积混凝土温度现场控制措施,以及施工过程中的温度监测,从而使得承台施工得以顺利完成.

  3. Full scale model experiment of fair- faced concrete construction for Hongkong- Zhuhai- Macao Bridge%港珠澳大桥清水混凝土施工足尺模型试验研究

    Institute of Scientific and Technical Information of China (English)

    孔令磊; 杨润来; 江宪权

    2016-01-01

    为提升整体景观效果,港珠澳大桥岛上段隧道敞开段墙身、挡浪墙及岛上房建采用清水混凝土工艺。由于清水混凝土在国内应用不多,缺乏施工经验,为确保施工品质及工程目标实现,针对清水混凝土施工技术及影响观感的各环节,在现场开展系统的足尺模型试验。通过系统试验,掌握了施工过程中的各项参数,并形成量化指标,以指导现场施工。%In order to enhance the overall landscape effect, fair-faced concrete was used on tunnel walls, wave walls and the buildings on the artificial islands of Hongkong-Zhuhai-Macao Bridge. As fair-faced concrete was not much used in China, the builders had no much experience in construction of the fair-faced concrete.In order to ensure the quality of concrete construction and the project goals, systematic full-scale model testing was carried out on site to assess and ascertain the technology for fair faced concrete construction and various links affecting the external appearance. Through the systematic full scale model tests, various parameters in the process of construction were achieved and transformed into quantitative indicators to guide the construction on site.

  4. 汉阳河特大桥自密实微膨胀混凝土的制备及其施工工艺%Preparation and Construction Technology of Self-compacting Expansive Concrete for Hanyang River Bridge

    Institute of Scientific and Technical Information of China (English)

    2015-01-01

    This paper prepared the C50 self compacting and micro expansional concrete by using P·O 42.5 cement, high-performance expansive agent,local raw aggregate and adding fly ash II,silica fume mineral admixtures.It was suc-cessfully applied into the construction of Hanyang River steel tube arch bridge in Wufeng County,Yichang City.The engineering application showed that:the concrete with proposed construction mixture proportion met the standard and construct requirements;the appropriate amount of expansive agent compensated the shrinkage degree of concrete;the viscosity and fluidity of the concrete was significantly improved by adding tackifier constituents and air entraining com-ponents in admixture.The construction was carried out successfully with lift pumping construction technology.%以Ⅱ级粉煤灰和硅灰作为矿物掺和料,利用当地砂石原材料、P·O 42.5水泥和 HCSA 高性能膨胀剂,制备出了 C50自密实补偿收缩混凝土,并应用于宜昌五峰汉阳河特大桥钢管拱桥中。工程应用表明:制备出的混凝土满足标准和施工要求,适当掺量的膨胀剂可以补偿混凝土收缩,外加剂中增粘组分及引气组分可明显提升混凝土的黏聚性和流动性,通过采用泵送顶升现场施工工艺成功对宜昌五峰汉阳河特大桥进行了施工。

  5. Environmental quality of primary and secundary construction materials in relation to re-use and protection of soil and surface water

    NARCIS (Netherlands)

    Aalbers ThG; Wilde PGM de; Rood GA; Vermij PHM; Saft RJ; Beek AIM van de; Broekman MH; Masereeuw P; Kamphuis Ch; Dekker PM; Valentijn EA; LAE-RIVM

    1996-01-01

    To support the General Administrative Order on Construction Materials (Soil and Surface Waters Protection) this document supplies information on: 1) the quantification of the standard values for the application of construction materials ; 2) the environmental quality (characterization) of constructi

  6. Project Proposal : Assessment of the Impact of Road Construction and Other Improvements on Surface Water Flow at St. Vincent National Wildlife Refuge

    Data.gov (United States)

    US Fish and Wildlife Service, Department of the Interior — Road construction has altered land surface topography on the St. Vincent Island, affecting the natural flow of water. The affects of this construction will need to...

  7. Constructing a superhydrophobic surface on polydimethylsiloxane via spin coating and vapor-liquid sol-gel process.

    Science.gov (United States)

    Peng, Yu-Ting; Lo, Kuo-Feng; Juang, Yi-Je

    2010-04-06

    In this study, a superhydrophobic surface on polydimethylsiloxane (PDMS) substrate was constructed via the proposed vapor-liquid sol-gel process in conjunction with spin coating of dodecyltrichlorosilane (DTS). Unlike the conventional sol-gel process where the reaction takes place in the liquid phase, layers of silica (SiO(2)) particles were formed through the reaction between the reactant spin-coated on the PDMS surface and vapor of the acid solution. This led to the SiO(2) particles inlaid on the PDMS surface. Followed by subsequent spin coating of DTS solution, the wrinkle-like structure was formed, and the static contact angle of the water droplet on the surface could reach 162 degrees with 2 degrees sliding angle and less than 5 degrees contact angle hysteresis. The effect of layers of SiO(2) particles, concentrations of DTS solution and surface topography on superhydrophobicity of the surface is discussed.

  8. Linguistic Barriers and Bridges

    DEFF Research Database (Denmark)

    Thuesen, Frederik

    2016-01-01

    The influence of language on social capital in low-skill and ethnically diverse workplaces has thus far received very limited attention within the sociology of work. As the ethnically diverse workplace is an important social space for the construction of social relations bridging different social...... and intercultural communication, this article analyses interviews with 31 employees from two highly ethnically diverse Danish workplaces. The article shows how linguistic barriers such as different levels of majority language competence and their consequent misunderstandings breed mistrust and hostility, whilst...

  9. Analysis for Scar Defect on Q345q Bridge Steel Plate Surface%桥梁钢Q345q疤状缺陷分析

    Institute of Scientific and Technical Information of China (English)

    余宏伟; 王世森; 王孝东; 洪君

    2011-01-01

    The configuration and chemical compositions of scar on hot rolled plate surface of bridge steel Q345q were analyzed by optical microscope,scan electron microscope and EDS analysis.The results show that the scar defects are non-metallic nubby inclusions or%针对鄂钢轧制的部分宽厚板表面出现结疤现象,应用金相显微镜、扫描电镜和能谱分析仪对Q345q热轧态钢板表面疤状物形态和成分进行观察,对形成原因进行分析并提出改进措施。结果表明:疤状缺陷为块状的非金属夹杂/渣,并在钢板表面形成凹坑,其成分为含有Si、Ti、Al、Ca、Mg的氧化物或硅酸盐、铝酸盐等,其主要为炼钢过程中的脱氧产物和合金的氧化产物。因此在生产过程中,通过去除钢水中夹杂物和清理铸坯等,减少非金属夹杂/渣,以提高钢板表面质量。

  10. 滨海软土地区临近运营高铁框构桥顶进施工技术%Jacking Construction Technology of the Frame Bridge over High Speed Railway in Costal Soft Soil Areas

    Institute of Scientific and Technical Information of China (English)

    李书强

    2014-01-01

    框构桥顶进施工工艺要求的顶进降水和开挖土体卸载势必造成地表沉降。而高铁对沉降要求极高,因此临近运营高铁顶进施工与保证高铁的运营安全相互制约。结合天津武清翠亨路临近高铁顶进铁路立交桥工程,按照顶进过程分阶段分析,采取注双液浆预加固路基、调整开挖土方顺序,同时对止水帷幕采用观测井、回灌井等监控措施,以及在防“扎头”、防偏位、防土体坍塌、后补底板和后补刃脚施工上进行创新,保证京津城际的安全运营,为以后类似工程提供了参考依据。%The jacking construction of the frame bridge which needs dewatering and evacuation usually cause ground subsidence, but the ground subsidence of high speed railway is very demanding and there is a mutual restriction between its jacking construction and safe operation. In the jacking construction of the frame bridge overpass on Cui Heng road in Wuqing, Tianjin, by analyzing the different jacking stages, some measures like consolidating the road bed with double injection, adjusting the order of evacuation Meanwhile, we used observation well and inverted well to monitor the water-stop curtain, and made innovation in displacement prevention, soil collapse prevention, bottom board and cutting edge construction, which ensured the safe operation of the high speed railway between Beijing and Tianjin, and also would provide reference for similar projects.

  11. Manipulating the surface active and anticoagulant properties of heparin through amphiphilic molecular constructs

    Science.gov (United States)

    Mintz, Rosita Candida

    ) with increasing hydrocarbon number (n = 36 to 78). Under aqueous flow (1ml/min) the adhesion stability of linear heparin surfactants (n = 6--18), adsorbed on polyethylene, increased with increasing alkyl carbon number. However, on polyurethane, only trioctadecyl HAD 3x18 surfactant remained stable. In in vitro studies, the trioctadecyl heparin surfactant coating demonstrated reduction in static (78%) and shear (67%) platelet adhesion, and reduction in three platelet activation markers relative to a glass control. In vivo experiments, which examined restenosis in a porcine coronary model, demonstrated that the heparin surfactant coating reduced in-stent neointimal formation by 30%, relative to the bare stainless steel control stent. In this research, surface active properties of heparin surfactants were constructively manipulated to maximize the adsorption and adhesion to cardiovascular biomaterials. By maximizing the number of hydrocarbons through alkyl branching and utilizing the hydrophobic effect, heparin-alkyl amphiphiles self assembled into dense, homogeneous, stable layers on hydrophobic surfaces. The heparin surfactant coating provided a nonthrombogenic surface with reduced in-stent restenosis for cardiovascular implants.

  12. Anaerobic ammonium oxidation in sediments of surface flow constructed wetlands treating swine wastewater.

    Science.gov (United States)

    Chen, Liang; Liu, Feng; Jia, Fen; Hu, Ya-Jun; Lai, Cui; Li, Xi; Luo, Pei; Xiao, Run-Lin; Li, Yong; Wu, Jin-Shui

    2017-02-01

    Anaerobic ammonium oxidation (anammox) was suggested to be involved in the nitrogen (N) removal process in constructed wetlands (CWs). Nevertheless, its occurrence and role in CWs treating swine wastewater have not been well evaluated yet. In this study, we investigated the diversity, activity, and role of anammox bacteria in sediments of mesoscale surface flow CWs (SFCWs) subjected to different N loads of swine wastewater. We found that anammox bacteria were abundant in SFCW sediments, as indicated by 7.5 × 10(5) to 3.5 × 10(6) copies of the marker hzsB gene per gram of dry soil. Based on stable isotope tracing, potential anammox rates ranged from 1.03 to 12.5 nmol N g(-1) dry soil h(-1), accounting for 8.63-57.1% of total N2 production. We estimated that a total N removal rate of 0.83-2.68 kg N year(-1) was linked to the anammox process, representing ca. 10% of the N load. Phylogenetic analyses of 16S ribosomal RNA (rRNA) revealed the presence of multiple co-occurring anammox genera, including "Candidatus Brocadia" as the most common one, "Ca. Kuenenia," "Ca. Scalindua," and four novel unidentified clusters. Correlation analyses suggested that the activity and abundance of anammox bacteria were strongly related to sediments pH, NH4(+)-N, and NO2(-)-N. In conclusion, our results confirmed the presence of diverse anammox bacteria and indicated that the anammox process could serve as a promising N removal pathway in the treatment of swine wastewater by SFCWs.

  13. Enhanced CO2 Adsorption Affinity in a NbO-type MOF Constructed from a Low-Cost Diisophthalate Ligand with a Piperazine-Ring Bridge.

    Science.gov (United States)

    Mu, Qian; Wang, Haiyan; Li, Liangjun; Wang, Chao; Wang, Ying; Zhao, Xuebo

    2015-09-01

    A metal-organic framework (NPC-6) with an NbO topology based on a piperazine ring-bridged diisophthalate ligand was synthesized and characterized. The incorporated piperazine group leads to an enhanced adsorption affinity for CO2 in NPC-6, in which the CO2 uptake is 4.83 mmol g(-1) at 293 K and 1 bar, ranking among the top values of CO2 uptake on MOF materials. At 0.15 bar and 293 K, the NPC-6 adsorbs 1.07 mmol g(-1) of CO2 , which is about 55.1 % higher than that of the analogue MOF NOTT-101 under the same conditions. The enhanced CO2 uptake combined with comparable uptakes for CH4 and N2 leads to much higher selectivities for CO2 /CH4 and CO2 /N2 gas mixtures on NPC-6 than on NOTT-101. Furthermore, an N-alkylation is used in the synthesis of the PDIA ligand, leading to a much lower cost compared with that in the synthesis of ligands in the NOTT series, as the former does not require a palladium-based catalyst and borate esters. Thus, we conclude that NPC-6 is a promising candidate for CO2 capture applications. © 2015 WILEY-VCH Verlag GmbH & Co. KGaA, Weinheim.

  14. Land use patterns and landscape structures on the islands in Jeonnam Province’s Shinan County occasioned by the construction of mainland bridges

    Directory of Open Access Journals (Sweden)

    Jae-Eun Kim

    2016-06-01

    Full Text Available Land use in a specific region reflects the prevailing socioeconomic circumstances and cultures within that region. To this end, the current study analyzes the landscape structure of Shinan County using landscape indices based on land use to compare various socio-economic factors of the culture found on the islands of Shinan County. In addition, a cluster analysis was conducted to learn about the characteristics of islands exhibiting the same landscape structure. This analysis revealed that the landscape of the second largest island in Shinan County, Jido, was more fragmented than that of the biggest island Aphae. The cluster analysis led to the creation of three groups of islands exhibiting similar landscape structures. Group 1 is composed of the islands which are connected by a mainland bridge (called ‘yeonyukgyo’ in Korean. Group 2 and 3 also include the upper islands (those islands located in the northern area and lower islands (those islands located in the southern area in Shinan County. The presence of more advanced transportation systems and structures occasioned by their proximity to the island of Jido which was connected at an early date to the mainland ensured that the upper islands have historically been more frequently visited.

  15. 33 CFR 115.50 - Application for bridge permits.

    Science.gov (United States)

    2010-07-01

    ... authority not necessary. Coast Guard approval of the location and plans for construction or modification of a bridge or causeway is not required for any bridge or causeway over waters which are not subject to... (historic use). This provision does not apply to bridges which connect the United States with any...

  16. Mineral bridges in nacre revisited

    CERN Document Server

    Checa, Antonio G; Willinger, Marc-Georg

    2012-01-01

    We confirm with high-resolution techniques the existence of mineral bridges between superposed nacre tablets. In the towered nacre of both gastropods and the cephalopod Nautilus there are large bridges aligned along the tower axes, corresponding to gaps (150-200 nm) in the interlamellar membranes. Gaps are produced by the interaction of the nascent tablets with a surface membrane that covers the nacre compartment. In the terraced nacre of bivalves bridges associated with elongated gaps in the interlamellar membrane (> 100 nm) have mainly been found at or close to the edges of superposed parental tablets. To explain this placement, we hypothesize that the interlamellar membrane breaks due to differences in osmotic pressure across it when the interlamellar space below becomes reduced at an advanced stage of calcification. In no cases are the minor connections between superimposed tablets (< 60 nm), earlier reported to be mineral bridges, found to be such.

  17. Thermal bridges. Causes and impacts, information on reduction and avoidance; Waermebruecken. Ursachen und Auswirkungen, Hinweise zur Verringerung und Vermeidung

    Energy Technology Data Exchange (ETDEWEB)

    Feist, Wolfgang; Born, Rolf

    2012-11-15

    Thermal bridges increase the heat demand, affect the thermal comfort, facilitate mould cultures and cause structural damage. Many thermal bridges can be avoided by proper building construction details. At least the impact of thermal bridges can be avoided.

  18. Technology for long cable erection of a thousand-meter scale cable-stayed bridge

    Institute of Scientific and Technical Information of China (English)

    Rao Huarong; Deng Huibin

    2009-01-01

    In the background of the construction of Sutong Yangtze River Bridge (short as Sutong Bridge), the cable construction method and techniques of a thousand-meter scale cable-stayed bridge are introduced. Some key construction techniques, such as outspreading cable on deck, installing cable at pylon, pulling and fixing cable at the attachment with decks and cable PE sheath protection are discussed.

  19. Evaluation method research on prestressed concrete bridges

    Institute of Scientific and Technical Information of China (English)

    HUANG Qiao; LIN Yang-zi; REN Yuan

    2008-01-01

    Considering the construction features of prestressed concrete bridge, the comprehensive evaluation method about the bridge damage conditions are studied. Particular attentions are paid on establishing a multi-level evaluation model for damaged prestressed concrete bridge, and the evaluation indices of the model as well as the rating standards are defined in the model. A normal relative function about the evaluation indices of each element is developed to calculate the relative degree, and for each element which is no sub-level elements. When evaluating the elements in sub-item level or index level of the model, the weights of elements that are pertained to one element are adopted, taking account of their deterioration degree. At the same time, the dam-age conditions of bridge are characterized by relative degree, element evaluation scale and structural technology mark of bridge ,so it agrees with Code for Maintenance of Highway Bridges and Culvers.

  20. Experimental investigation of different fill materials in arch bridges with particular focus on Pearl-Chain Bridges

    DEFF Research Database (Denmark)

    Lund, Mia Schou Møller; Hansen, Kurt Kielsgaard; Hertz, Kristian Dahl

    2016-01-01

    Pearl-Chain Bridge technology is a recently developed prefabricated arch solution for road and railway bridges allowing faster, more environmentally friendly, and cheaper bridge construction. This study compared the strength and durability properties of three different types of fill material to f...

  1. A new geometrical construction using rounded surfaces proposed for the transverse flux machine for direct drive wind turbine

    DEFF Research Database (Denmark)

    Argeseanu, Alin; Nica, Florin Valentin Traian; Ritchie, Ewen;

    2014-01-01

    This paper proposes a new construction for transverse flux machines (TFM) using a rounded surfaces core geometry. The new concept has been developed for TFM with U core geometry. In this case a new analytic design procedure was proposed. The analytic design of the new TFM construction is further...... improved by FEM modelling and analysis. Using the new concept, a significant reduction of the active materials is obtained. The innovative geometry also provides a uniform magnetic field in the core structure. According to the comparison of both the TFM with prismatic and rounded core geometries the new...

  2. Field performance of timber bridges. 12, Christian Hollow stress-laminated box-beam bridge

    Science.gov (United States)

    J. P. Wacker; S. C. Catherman; R. G. Winnett

    In January 1992, the Christian Hollow bridge was constructed in Steuben County, New York. The bridge is a single-span, stress-laminated box-beam superstructure that is 9.1 m long, 9.8 m wide, and 502 mm deep (30 ft long, 32 ft wide, and 19-3/4 in. deep). The performance of the bridge was continuously monitored for 28 months, beginning shortly after installation....

  3. 黄冈公铁两用长江大桥主墩基础围堰施工技术%Construction Techniques of Cofferdams for Main Pier Foundations of Huanggang Changjiang River Rail-cum-Road Bridge

    Institute of Scientific and Technical Information of China (English)

    金红岩

    2012-01-01

    The main bridge of Huanggang Changjiang River Rail-cum-Road Bridge is a steel truvss girder cable-stayed bridge with double pylons and double cable planes and the foundations for the main piers of the bridge were constructed by the double-wall steel boxed cofferdams. The cofferdams were integrally manufactured and assembled on bank and by means of survey, the o-verall dimensions, pile locations and the locations and concentricity of the upper and lower guiding rings of the cofferdams were controlled in order to ensure that the deviations of the bored piles and pile caps of the main piers could comply with the relevant requirements in the standards after construction and to obtain the accuracy of positioning of the cofferdams according to the results of comprehensive analysis of the survey. The cofferdams were launched to the river by air bags by way of gradually adjusting the launching gradient from 1:30 to 1: 5 so as to ensure the launching speed and sliding distances of the cofferdams. After the cofferdams were launched to the river, they were floated to the pier sites, tugged by the strong house power tug boats and were positioned by the gravity anchors plus positioning barges in three stages of initially positioning, accurately positioning and system transformation. The final accuracy of positioning of the cofferdams in plan is 5 cm, the perpendicularity is within 1/1 000 and the perpendicularity of the steel casings is within 1/500, which all meet the requirements in the standards.%黄冈公铁两用长江大桥主桥为双塔双索面钢桁梁斜拉桥,主墩基础采用双壁钢吊箱围堰法施工.钢吊箱围堰在岸上整体拼装制造,通过测量控制围堰的轮廓尺寸,桩位,上、下导环的位置与同心度等,确保基础施工后主墩钻孔桩及承台施工偏差符合标准要求,并根据实测结果综合分析得出钢围堰的定位精度;采用气囊法下水,将下水坡度从1∶30逐渐调整为1∶5,保证了

  4. 桥上18号板式高速道岔施工技术%Construction Technology of 18# Plate Type High-speed Turnout on Bridge

    Institute of Scientific and Technical Information of China (English)

    陈永利

    2012-01-01

    High-speed turnout of 18# is widely applied in rapid transit railways in china,such as BeiJing-Tianjin Railway,Wuhan-Guangzhou Railway and Beijing-Shanghai Railway.This paper elaborates the composition,construction technology,key points and difficulty of construction and control measure of 18# High-speed turnout based on the fabricating yard of Hangzhou-Ningbo Yuci elevated station turnout.%18号板式高速道岔在我国高速铁路中得到了广泛的应用,先后应用在京津、武广、京沪等国家主干铁路线。现结合杭甬客专余慈高架车站道岔施工,对18号板式高速道岔的组成、施工工艺、施工重点难点以及安全、质量卡控措施等方面进行阐述。

  5. The role of free water surface constructed wetlands as polishing step in municipal wastewater reclamation and reuse.

    Science.gov (United States)

    Ghermandi, A; Bixio, D; Thoeye, C

    2007-07-15

    In Europe, the last two decades witnessed growing water stress, both in terms of water scarcity and quality deterioration, which prompted many municipalities for a more efficient use of the water resources, including a more widespread acceptance of water reuse practices. Treatment technology encompasses a vast variety of options. Constructed wetlands are regarded as key elements in polishing conventionally treated wastewater for recreational and environmental applications. A survey was conducted to assess the performance of tertiary free water surface constructed wetlands in treating both key and emerging contaminant categories in the perspective of water reuse. A database was created with information concerning systems with emerging and free-floating macrophytes. The database includes results from both full- and pilot-scale systems, and considers a broad variety of operating conditions. This paper provides an overview of the treatment performances of the constructed wetlands in the database and discusses their significance in the optic of water reclamation and reuse practices.

  6. Construction of initial vortex-surface fields and Clebsch potentials for flows with high-symmetry using first integrals

    Science.gov (United States)

    He, Pengyu; Yang, Yue

    2016-03-01

    We report a systematic study on the construction of the explicit, general form of vortex-surface fields (VSFs) and Clebsch potentials in the initial fields with the zero helicity density and high symmetry. The construction methodology is based on finding independent first integrals of the characteristic equation of a given three-dimensional velocity-vorticity field. In particular, we derive the analytical VSFs and Clebsch potentials for the initial field with the Kida-Pelz symmetry. These analytical results can be useful for the evolution of VSFs to study vortical structures in transitional flows. Moreover, the generality of the construction method is discussed with the synthetic initial fields and the initial Taylor-Green field with multiple wavenumbers.

  7. 广深港客运专线工程大跨度桥梁施工关键措施的研究%Research on the key measures of large span bridge construction Guangzhou-Shenzhen-Hong Kong passenger dedicated line engineering

    Institute of Scientific and Technical Information of China (English)

    李锦平; 钱治国

    2013-01-01

    In this paper,the related key technologies of Guangzhou-Shenzhen-Hong Kong Passenger Dedicated Line Engineering Shawan Waterway Bridge construction process as an example,combining the Shawan bridge natural conditions, geologic al,hydrological,climatic conditions;some like engineering in the advanced technology was adopted to ensure the safety and quality of the control engineering,especially to make some study of the process of the construction of large span bridge technology, research on a series of large span bridge construction technology of passenger dedicated line,not only can be used for the construction of Shawan Waterway Bridge,and construction of other similar projects are very important,valuable reference.%  本文以广深港客运专线工程沙湾水道特大桥施工过程的相关的关键技术为例,结合该沙湾水道特大桥施工的自然条件、地质、水文、气候条件;为确保该控制性工程的安全与质量采取了一些在类似工程的先进技术,尤其对大跨度桥梁施工过程中的技术做出了一些研究,研究了一系列关于客运专线上大跨度桥梁施工技术,不仅可以用于沙湾水道特大桥的施工,而且对其它类似工程的建设还有非常重要的、宝贵的借鉴意义。

  8. Evaluation of three constructed soil areas after surface coal mining in Lauro Muller, Santa Catarina State, Brazil

    Energy Technology Data Exchange (ETDEWEB)

    Campos, M.L.; Almeida, J.A.; Souza, L.S. [University of Estado Santa Catarina, Lages (Brazil)

    2003-12-01

    The present work evaluated chemical characteristics, clay content and mineralogy, and the spatial variability for some of these characteristics in three constructed soil areas after surface coal mining in Lauro Muller, Santa Catarina State, Brazil. The selected areas present differences in their topographic soil construction. The first area, Juliana Mine (MJ), was constructed in 1996 with materials that had been removed and stored separately before mining, as laid down in the rehabilitation plan. The second, Apertado Mine (MA), was constructed in 1996 with solum removed from an adjacent hilltop. The third area, Rio do Meio Mine (MRM), was only submitted to topographical reconstitution in 1983 with a mixture of coal pyrite residues and rock fragments from several soil layers. Soil samples were collected in a grid system, at three depths, and analyzed for pH, exchangeable Ca, Mg, K, Al and H + Al contents, and electric conductivity. Heavy metals and clay mineralogy were also analyzed in some selected samples. Representative analyses of pre-mining conditions, carried out in two soil profiles, were utilized for comparisons with the constructed soils. Values of the chemical soil characteristics and clay contents in all areas presented a high variability among the sampled points. The soil construction process utilized in MJ caused the highest uniformity of characteristics and provided the most adequate conditions for the establishment of vegetal species. In MA, the addition of pyrite coal material to the superficial soil is causing. a continuous soil acidification, as well as high salt concentrations. In the MRM area, which had been abandoned and exposed to pyrite coal deposition on the surface layer for an extended period, the soil is very acid and has already suffered intensive leaching of salts, Al, H + Al, and clay contents were the only tested variables that presented a defined model for semi-variance, with a range of 50-70 m.

  9. Molecular bridges

    NARCIS (Netherlands)

    Berkelaar, R.P.; Söde, H.; Mocking, T.F.; Kumar, Avijit; Poelsema, Bene; Zandvliet, Henricus J.W.

    2011-01-01

    The adsorption of Cu-phthalocyanine (CuPc) molecules on Au-modified Ge(001) surfaces has been studied with low-temperature scanning tunneling microscopy. The Au-modified Ge(001) surface consists of well-ordered arrays of perfectly straight nanowires, which are separated by 1.6 nm wide and about 0.6

  10. Is myocardial bridging a bridge connecting to cardiovascular events?

    Institute of Scientific and Technical Information of China (English)

    LI Jian-jun

    2010-01-01

    @@ Coronary arteries and their major branches usually course on the surface of the heart in the subepicardial tissue. However, a muscle hber overlying the intramyocardial segment of an epicardial coronary artery was defined as myocardial bridging (MB), and subsequently the artery coursing within the myocardium is called a tunneled artery.

  11. Establishment and Evaluation of the Vegetative Community in A Surface Flow Constructed Wetland Treating Industrial Park Contaminants

    Directory of Open Access Journals (Sweden)

    C. C. Galbrand

    2008-01-01

    Full Text Available A surface flow constructed wetland, designed to curve in a kidney shape in order to increase the length to width ratio to 5:1 was used to treat runoff from an industrial park. A natural wetland system located approximately 200 m downstream of the constructed wetland was selected to act as the vegetative community model for the constructed wetland. The selected model was a riparian, open water marsh dominated by emergent macrophytes. Baseline plant species surveying was conducted. In total, 21 emergent wetland plant species, 40 upland vascular plant species, 17 upland shrub species and 13 upland tree species were identified in the model site. The species from the model site were screened for suitability in the constructed wetland based on the following criteria: (a phytoremediation potential (especially metal uptake, (b sedimentation and erosion control, (c habitat function, (d public deterrent potential and (e rate of plant establishment, tolerances and maintenance requirements. Transplantation was chosen as the main vegetation establishment methodology in the constructed wetland. The species woolgrass (Scirpus cyperinus and soft rush (Juncus effusus were chosen to dominate the interior berms and littoral edges of the constructed wetland cells. The buffer areas were dominated by meadowsweet (Spiraea alba var. latifolia and the open water areas were dominated by cowlily (Nuphar variegate and pickerelweed (Pontederia cordata species. A diverse, self-sustaining vegetative community was successfully established in the constructed wetland. The transplant success was gauged by mortality census in the spring of 2003. Over all, 138 dead transplants were observed, many of which had died as a direct result of washout. These computes to an overall site establish success rate of about 87.3%. The species, which suffered the highest mortality rates, were the pickerelweed, with approximately 50 dead plants, the meadowsweet with 32 observed dead plants and

  12. Surface construction and biocompatibility of polymeric used for cardiovascular medical device○

    Institute of Scientific and Technical Information of China (English)

    Chen Bao-lin; Wang Dong-an

    2013-01-01

    BACKGROUND:Biomaterials for the treatment of cardiovascular diseases must have anti-thrombotic, anti-biodegradability and anti-infective ability in the blood-contact condition. OBJECTIVE:To investigate the biocompatibility, blood compatibility and cytocompatibility of new implantable (interfered) polymer material (surface) used in cardiovascular tissue engineering. METHODS:The PubMed database and Wanfang database were retrieved for the related articles from 1967 to 2012 with the key words of“biocompatibility, lood compatibility, biomedical materials, biomedical polymer materials”. RESUTLS AND CONCLUSION:The graft copolymer surface and a block copolymer surfactant that can be used as biological materials were in-depth analyzed though analyzing the design requirements of type, application, cardiovascular medical devices and implantable soft tissue substitutes of polymeric biomaterials used for cardiovascular medicine. The results showed that the difference between the surface and noumenon wil be reflected on many molecular layers that extended from the surface to the noumenon, while the two main factors of surface energy and molecular motion determined the noumenon/surface behavior including the noumenon/surface difference and surface phase separation. If the understanding of the noumenon/surface consisting difference should be taking into consideration, the other determinant should be added too, that was the crystal ization behavior of each competent. If the one of the components contained in the graft copolymer surface and a block copolymer surfactant had higher crystal inity, the other components wil be squeezed out;crystal ization could also hindered the motion and diffusion of molecules, and eventual y, the incompatibility degree of two components of copolymers wil affect the phase separation tendency in the noumenon and surface layers.

  13. Floating liquid bridge charge dynamics

    Science.gov (United States)

    Teschke, Omar; Soares, David Mendez; Gomes, Whyllerson Evaristo; Valente Filho, Juracyr Ferraz

    2016-01-01

    The interaction of liquid with electric fields is investigated in a configuration where up to 13 kV are applied between electrodes resulting in a 106 V/m electric field in the capillaries and where there is the formation of a free-standing fluid bridge in the interelectrode gap. The Mott-Gurney equation was fitted to the measured ionization current vs applied voltage curve which indicates that the ionization rate at the high-voltage anode electrode dimethylsulfoxide (DMSO) interface and space charging in the interelectrode gap determine the floating liquid bridge current for a given cathode-to-anode voltage. Space charge effects were measured in the cathode becker and also at the liquid bridge since the ionized charges at the anode migrate to the bridge outer surface and decrease the interfacial tension from 43 mJ/m2 to 29 mJ/m2. Two distinct structural regions then form the bridge, a charged plastic (bulk modulus ˜100 MPa) conducting outer layer with a surface conductivity of ˜10-9 Ω-1, which shapes and supports the floating fluid structure, and an inner liquid cylinder, where DMSO molecules flow.

  14. Constructive, collaborative, contextual, and self-directed learning in surface anatomy education

    NARCIS (Netherlands)

    Bergman-de Bres, E.M.; Sieben, J.M.; Smailbegovic, I.; Bruin, A. de; Scherpbier, A.J.J.A.; Vleuten, C.P.M. van der

    2013-01-01

    Anatomy education often consists of a combination of lectures and laboratory sessions, the latter frequently including surface anatomy. Studying surface anatomy enables students to elaborate on their knowledge of the cadaver's static anatomy by enabling the visualization of structures, especially th

  15. Potential-scour assessments and estimates of maximum scour at selected bridges in Iowa

    Science.gov (United States)

    Fischer, E.E.

    1995-01-01

    The results of potential-scour assessments at 130 bridges and estimates of maximum scour at 10 bridges in Iowa are presented. All of the bridges evaluated in the study are constructed bridges (not culverts) that are sites of active or discontinued streamflow-gaging stations and peak-stage measurement sites. The period of the study was from October 1991 to September 1994.

  16. Suspended particle and pathogen peak discharge buffering by a surface-flow constructed wetland

    NARCIS (Netherlands)

    Mulling, B.T.M.; van den Boomen, R.M.; van der Geest, H.G.; Kappelhof, J.W.N.M.; Admiraal, W.

    2013-01-01

    Constructed wetlands (CWs) have been shown to improve the water quality of treated wastewater. The capacity of CWs to reduce nutrients, pathogens and organic matter and restore oxygen regime under normal operating conditions cannot be extrapolated to periods of incidental peak discharges. The

  17. Physical and biological changes of suspended particles in a free surface flow constructed wetland

    NARCIS (Netherlands)

    Mulling, B.T.M.; van den Boomen, R.M.; Claassen, T.H.L.; van der Geest, H.G.; Kappelhof, J.W.N.M.; Admiraal, W.

    2013-01-01

    Suspended particles are considered as contaminants in treated wastewater and can have profound effects on the biological, physical and chemical properties of receiving aquatic ecosystems, depending on the concentration, type and nature of the suspended particles. Constructed wetlands are known to

  18. Carbon sequestration in surface flow constructed wetland after 12 years of swine wastewater treatment

    Science.gov (United States)

    Constructed wetlands used for the treatment of swine wastewater may potentially sequester significant amounts of carbon. In past studies, we evaluated the treatment efficiency of wastewater in marsh-pond-marsh design wetland system. The functionality of this system was highly dependent on soil carbo...

  19. Efficient removal of antibiotics in surface-flow constructed wetlands, with no observed impact on antibiotic resistance genes.

    Science.gov (United States)

    Berglund, Björn; Khan, Ghazanfar Ali; Weisner, Stefan E B; Ehde, Per Magnus; Fick, Jerker; Lindgren, Per-Eric

    2014-04-01

    Recently, there have been growing concerns about pharmaceuticals including antibiotics as environmental contaminants. Antibiotics of concentrations commonly encountered in wastewater have been suggested to affect bacterial population dynamics and to promote dissemination of antibiotic resistance. Conventional wastewater treatment processes do not always adequately remove pharmaceuticals causing environmental dissemination of low levels of these compounds. Using constructed wetlands as an additional treatment step after sewage treatment plants have been proposed as a cheap alternative to increase reduction of wastewater contaminants, however this means that the natural microbial community of the wetlands becomes exposed to elevated levels of antibiotics. In this study, experimental surface-flow wetlands in Sweden were continuously exposed to antibiotics of concentrations commonly encountered in wastewater. The aim was to assess the antibiotic removal efficiency of constructed wetlands and to evaluate the impact of low levels of antibiotics on bacterial diversity, resistance development and expression in the wetland bacterial community. Antibiotic concentrations were measured using liquid chromatography-mass spectrometry and the effect on the bacterial diversity was assessed with 16S rRNA-based denaturing gradient gel electrophoresis. Real-time PCR was used to detect and quantify antibiotic resistance genes and integrons in the wetlands, during and after the exposure period. The results indicated that the antibiotic removal efficiency of constructed wetlands was comparable to conventional wastewater treatment schemes. Furthermore, short-term treatment of the constructed wetlands with environmentally relevant concentrations (i.e. 100-2000 ng×l(-1)) of antibiotics did not significantly affect resistance gene concentrations, suggesting that surface-flow constructed wetlands are well-suited for wastewater treatment purposes.

  20. Floating-hauling Construction Technique for Large-span,Heavy-weight Leaning-type Tied Arch Bridge%大跨度、大重量斜靠式系杆拱桥浮拖法施工技术研究

    Institute of Scientific and Technical Information of China (English)

    刘强华

    2016-01-01

    基于100 m 跨径云梨桥斜靠式钢箱系杆拱桥工程,介绍浮拖法施工技术在大跨度、大重量偏心斜靠式系杆拱桥施工中的应用,分析系杆拱桥整体浮拖中的关键工序和控制措施,针对云梨桥浮拖过程中的复杂性,应用空间有限元分析程序,进行了关键施工阶段的应力、变形分析,解决了浮拖过程中的稳定性问题。%Based on the project of leaning-type steel-box-tied arch Yunli Bridge with 100 m span,this paper introduces the construction technology of floating-hauling method in large-span and large-weight leaning-type eccentric tied arch bridge construction,then it analyzes the application of the key working procedure in tied arch bridge during overall floating-hauling construction and its control measures.For the complexity in floating-hauling construction of Yunli Bridge,space finite ele-ment analysis program is applied to analyze the stress and deformation in the key construction stage,and it solves the stabil-ity problem in the process of floating-hauling construction.

  1. Construction of Extended 3D Field of Views of the Internal Bladder Wall Surface: A Proof of Concept

    Science.gov (United States)

    Ben-Hamadou, Achraf; Daul, Christian; Soussen, Charles

    2016-09-01

    3D extended field of views (FOVs) of the internal bladder wall facilitate lesion diagnosis, patient follow-up and treatment traceability. In this paper, we propose a 3D image mosaicing algorithm guided by 2D cystoscopic video-image registration for obtaining textured FOV mosaics. In this feasibility study, the registration makes use of data from a 3D cystoscope prototype providing, in addition to each small FOV image, some 3D points located on the surface. This proof of concept shows that textured surfaces can be constructed with minimally modified cystoscopes. The potential of the method is demonstrated on numerical and real phantoms reproducing various surface shapes. Pig and human bladder textures are superimposed on phantoms with known shape and dimensions. These data allow for quantitative assessment of the 3D mosaicing algorithm based on the registration of images simulating bladder textures.

  2. Structure Characteristics and Construction Technology of the Ballastless Track on the High Speed Railway Bridge%高速铁路桥上无砟轨道结构特点与施工技术

    Institute of Scientific and Technical Information of China (English)

    马利锋

    2016-01-01

    As the growth of the national economy in China, and the growth of innovation awareness, the reform of railway also accelerates the pace. Since the ballastless track is used, it has been popularized gradually because of its better security and economy. The application of ballastless track in high speed railway bridge provides powerful theory and technical support for the development of China’s high speed railway. Based on CRTSIIballastless track, this paper simply analyzes and expounds its structural characteristics and construction technology to provide the reference.%随着我国国民经济的增长,创新意识的增强,铁路方面也是加快了改革步伐。无砟轨道从应用至今,鉴于其较好的安全性与经济性,逐渐被推广开来。高速铁路桥上无砟轨道也为我国的高速铁路发展提供了有力的理论与技术支撑。因此对无砟轨道的研究与剖析是十分必要的。本文以CRTS域型板式无砟轨道为例,对其结构特点和施工技术进行简单分析阐述,仅供参考。

  3. Evaluating the life cycle environmental impact of short span bridges

    DEFF Research Database (Denmark)

    Du, Guangli; Pettersson, Lars; Karoumi, Raid

    2016-01-01

    impact of the construction sector. Life cycle assessment (LCA) is a systematic method for assessing the environmental impact of products and systems, but its application in bridges is scarce. In Swede, most of the bridges are short spans and the type of concrete slab-frame bridge (CFB) accounts......Bridge infrastructure consumes large amount of energy and raw materials, leading to considerable environmental burdens. The traditional infrastructure construction prioritizes its technical and economic viability. In recent years, the society devotes an ever-increased attention to the environmental...... for a large share. Soil steel composite bridge (SSCB) is a functional equivalent solution for CFB. In order to mitigate the environmental burdens of short span bridges, this paper performed a comparative LCA study between these two types of bridge. The results indicate that the initial material consumption...

  4. Furnace construction having an ash pit with a radiation reflecting surface

    Energy Technology Data Exchange (ETDEWEB)

    Pollock, W.H.

    1984-05-01

    A water-wall, coal-fired furnace has a Coutant transition section extending down from the lower end to the water wall to the surface of water impounded in the lower ash hopper. The surface of the water is provided with a reflecting material which will permit the passage of solid residue from the coal firing into the water while reflecting incident radiant heat back up into the generating section of the furnace.

  5. Suitability of macrophytes for nutrient removal from surface flow constructed wetlands receiving secondary treated sewage effluent in Queensland, Australia.

    Science.gov (United States)

    Greenway, M

    2003-01-01

    From a botanical perspective the major difference between waste stabilisation ponds and wetlands is the dominance of algae or floating plants in the former and emergent plants in the latter. Algae, floating and submerged plants remove nutrients directly from the water column whereas emergent species remove nutrients from the sediment. Water depth is a crucial factor in determining which plant types will become established. Surface flow constructed wetlands offer the greatest potential to grow a wide variety of different types of macrophytes. In assessing the suitability of plant species for nutrient removal, consideration must be given not only to nutrient uptake for growth but also storage of nutrients as plant biomass. A survey of macrophytes in 15 surface flow constructed wetlands treating secondary effluent was conducted in Queensland; 63 native species and 14 introduced species were found. Emergent species have been able to tolerate deeper water than in their natural environment and permanent waterlogging. All species grew well in the higher nutrient enriched wastewater. Submerged, floating leaved-attached and free floating species had the highest tissue nutrient content, followed by aquatic creepers. All these species remove nutrients from the water column. Emergent species had lower nutrient content but a greater biomass and were therefore able to store more nutrients per unit area of wetland. In order to maximise the efficiency of constructed wetlands for nutrient removal, a range of species should be used. Native species should be selected in preference to introduced/exotic species.

  6. Linguistic Barriers and Bridges

    DEFF Research Database (Denmark)

    Thuesen, Frederik

    2016-01-01

    and intercultural communication, this article analyses interviews with 31 employees from two highly ethnically diverse Danish workplaces. The article shows how linguistic barriers such as different levels of majority language competence and their consequent misunderstandings breed mistrust and hostility, whilst......The influence of language on social capital in low-skill and ethnically diverse workplaces has thus far received very limited attention within the sociology of work. As the ethnically diverse workplace is an important social space for the construction of social relations bridging different social...... groups, the sociology of work needs to develop a better understanding of the way in which linguistic diversity influences the formation of social capital, i.e. resources such as the trust and reciprocity inherent in social relations in such workplaces. Drawing on theories about intergroup contact...

  7. Surface energy-mediated construction of anisotropic semiconductor wires with selective crystallographic polarity

    Science.gov (United States)

    Sohn, Jung Inn; Hong, Woong-Ki; Lee, Sunghoon; Lee, Sanghyo; Ku, Jiyeon; Park, Young Jun; Hong, Jinpyo; Hwang, Sungwoo; Park, Kyung Ho; Warner, Jamie H.; Cha, Seungnam; Kim, Jong Min

    2014-07-01

    ZnO is a wide band-gap semiconductor with piezoelectric properties suitable for opto-electronics, sensors, and as an electrode material. Controlling the shape and crystallography of any semiconducting nanomaterial is a key step towards extending their use in applications. Whilst anisotropic ZnO wires have been routinely fabricated, precise control over the specific surface facets and tailoring of polar and non-polar growth directions still requires significant refinement. Manipulating the surface energy of crystal facets is a generic approach for the rational design and growth of one-dimensional (1D) building blocks. Although the surface energy is one basic factor for governing crystal nucleation and growth of anisotropic 1D structures, structural control based on surface energy minimization has not been yet demonstrated. Here, we report an electronic configuration scheme to rationally modulate surface electrostatic energies for crystallographic-selective growth of ZnO wires. The facets and orientations of ZnO wires are transformed between hexagonal and rectangular/diamond cross-sections with polar and non-polar growth directions, exhibiting different optical and piezoelectrical properties. Our novel synthetic route for ZnO wire fabrication provides new opportunities for future opto-electronics, piezoelectronics, and electronics, with new topological properties.

  8. Constructing robust and functional micropatterns on polystyrene surfaces by using deep UV irradiation.

    Science.gov (United States)

    Palacios, Marta; García, Olga; Rodríguez-Hernández, Juan

    2013-02-26

    We report the preparation of different surface patterns based on the photo-cross-linking/degradation kinetics of polystyrene (PS) by using UV light. Upon exposure to UV light, PS can be initially cross-linked, whereas an excess of the exposure time or intensity provokes the degradation of the material. Typically photolithography employs either positive or negative photoresist layers that upon removal of either the exposed or the nonexposed areas transfer the pattern of the mask. Herein, we present a system that can be both negative and positive depending on several aspects, including the irradiation time, intensity, or presence of absorbing active species (photoinitiators) using a general setup. As a result of the optimization of the time of exposure and the use of an appropriate cover or the incorporation of an appropriate amount of photoinitiator (in this particular case IRG 651), different tailor-made surface patterns can be obtained. Moreover, changes of the chemical composition of the polystyrene using, for instance, block copolymers can lead to surface patterns with variable functional groups. In this study we describe the formation of surface patterns using polystyrene-block-poly(2,3,4,5,6-pentafluorostyrene) block copolymers. The introduction of fluorinated moieties clearly modifies the wettability of the films when compared with that of the same structures obtained with PS. As a consequence we present herein a patterning methodology that can simultaneously vary not only the morphology but also the surface chemical composition.

  9. Bridges in Complex Networks

    CERN Document Server

    Wu, Ang-Kun; Liu, Yang-Yu

    2016-01-01

    A bridge in a graph is an edge whose removal disconnects the graph and increases the number of connected components. We calculate the fraction of bridges in a wide range of real-world networks and their randomized counterparts. We find that real networks typically have more bridges than their completely randomized counterparts, but very similar fraction of bridges as their degree-preserving randomizations. We define a new edge centrality measure, called bridgeness, to differentiate the importance of a bridge in damaging a network. We find that certain real networks have very large average and variance of bridgeness compared to their degree-preserving randomizations and other real networks. Finally, we offer an analytical framework to calculate the bridge fraction and average bridgeness for uncorrelated random networks with arbitrary degree distributions.

  10. Precise manipulation of cell behaviors on surfaces for construction of tissue/organs.

    Science.gov (United States)

    Zheng, Wenfu; Jiang, Xingyu

    2014-12-01

    The use of micro/nanotechnology has become an indispensable strategy to manipulating cell microenvironments. By employing key elements of soft lithographical technologies including self-assembled monolayers (SAMs), microcontact printing (μCP), and microfluidic pattering (μFP) and a number of switchable surfaces such as electrochemical active, photosensitive, and thermosensitive surfaces, scientists can control the adhesion, proliferation, migration and differentiation of cells. By combining essential in vivo conditions, various physical or pathological processes such as cell-cell interaction in wound healing and tumor metastasis could be studied on well-defined surfaces and interfaces. By integrating key elements in live tissues, in vitro models mimicking basic structure and function of vital organs such as lung, heart, blood vessel, liver, kidney, and brain have been developed and greatly increased our knowledge of these important life processes. In this review, we will focus on the recent development of these interfacial methods and their application in fundamental biology research.

  11. Thermal Bridge Effects in Walls Separating Rowhouses

    DEFF Research Database (Denmark)

    Rose, Jørgen

    1997-01-01

    In this report the thermal bridge effects at internal wall/roof junctions in rowhouses are evaluated. The analysis is performed using a numerical calculation programme, and different solutions are evaluated with respect to extra heat loss and internal surface temperatures.......In this report the thermal bridge effects at internal wall/roof junctions in rowhouses are evaluated. The analysis is performed using a numerical calculation programme, and different solutions are evaluated with respect to extra heat loss and internal surface temperatures....

  12. Thermal Bridge Effects in Walls Separating Rowhouses

    DEFF Research Database (Denmark)

    Rose, Jørgen

    1997-01-01

    In this report the thermal bridge effects at internal wall/roof junctions in rowhouses are evaluated. The analysis is performed using a numerical calculation programme, and different solutions are evaluated with respect to extra heat loss and internal surface temperatures.......In this report the thermal bridge effects at internal wall/roof junctions in rowhouses are evaluated. The analysis is performed using a numerical calculation programme, and different solutions are evaluated with respect to extra heat loss and internal surface temperatures....

  13. Heavy Vehicles on Minor Highway Bridges

    DEFF Research Database (Denmark)

    Nielsen, Søren R. K.; Kirkegaard, Poul Henning; Enevoldsen, I.

    The present paper worked out as a part of a research project on "Dynamic amplification factor of vehicle loadings on smaller bridges" establishes a two-dimensional spectral description of the road roughness surface based on measurements from a Danish road using so-called Profilograph used by Danish...... to the bridge and the stochastic nature of the surface roughness are included into the model....

  14. 斜拉桥主梁大型 0 号块施工技术%Construction Techniques for Massive No .0 Main Girder Block of Cable-Stayed Bridge

    Institute of Scientific and Technical Information of China (English)

    付浩; 严杰; 尹振君; 潘立泉

    2015-01-01

    武汉西四环汉江特大桥主桥为(77+100+360+100+77 ) m预应力混凝土梁斜拉桥 ,主梁为π形结构 ,两边为单箱双室、中间为纵横梁加桥面板结构形式.主梁0号块宽44 m、长22 m ,采用钢管桩贝雷梁支架现浇施工.支架由底模系统、横梁(贝雷梁)、桩顶分配梁、砂筒、钢管支架组成 ,支架施工完后采用反力架预压钢管桩 ,边箱室顶板底模采用透水模板布施工.通过混凝土配合比优化 ,配制高耐久性、稳定性的C55高性能混凝土 ,并采用天泵和地泵从两个方向分层浇筑 ,桥面纵、横坡采用提浆整平机控制.在0号块混凝土强度成长期预张拉横向预应力 ,纵向预应力待1号和1′号块施工完采用连接器连接构成整束一次性张拉 ;预应力采用智能张拉系统张拉、智能压浆系统压浆.实践表明 ,该桥采用该施工技术成功克服了支架不均匀沉降 ,有效控制了裂纹的产生 ,保证了主梁0号块的施工质量与施工安全.%The main bridge of the Hanjiang River Bridge on the west Fourth Ring Road in Wu-han is a prestressed concrete girder cable-stayed bridge with span arrangement of (77+100+360+100+77) m.The two edge boxes (two-cell single box structure) together with the central lattice beam covered with deck slabs form theπ-shaped main girder.The No.0 block of the main girder , cast on scaffolds made up of steel pipe piles and bailey trusses ,is 44 m wide and 22 m long.The scaffolds are composed of the chassis ,floor beam (bailey truss) ,pile-top distributive beam ,sand bailer and steel pipe supports.After the completion of the construction of the scaffolds ,the steel pipe piles were pre-compressed using reaction frame ,and the chassis for the top plate of edge boxes are constructed by using permeable formwork cloth.During the concreting ,the concrete mixing proportion was optimized ,the C55 high-performance concrete with sound durability and stability was prepared ,and the layered

  15. 重庆万盛藻渡大桥竖转施工转动铰受力性能分析%Mechanical Property Analysis of Rotating Hinge in Chongqing Wansheng Zaodu Bridge with Vertical Lifting Rotation Construction

    Institute of Scientific and Technical Information of China (English)

    杨武; 姚文娟; 刘小渝

    2012-01-01

    拱桥竖转施工是在转体施工基础上发展起来的一种常见的拱桥施工工艺,拱脚转动铰的受力性能对工艺的实施和结构体系转换具有重要作用.本文以重庆万盛藻渡大桥施工转动铰为例,利用相关有限元软件建立了有限元计算模型,通过对其进行受力分析,得到拱脚转动铰节点的应力场及容易出现塑性流动或蠕变的区域;分别分析了受力方向上最大计算应力值产生点到轴孔着力点的距离l与作用力F、钢板厚度t及轴孔直径D三种参数的对应关系,分析表明:l与作用力F呈线性关系,与钢板厚度t呈指数关系,与轴孔直径D关系不大.转动铰设计时应注意留出足够的空间,以防止转轴附近易出现塑性流动或蠕变的区域发生屈服破坏,并应严格控制好轴孔到钢板边缘的距离.%Vertical lifting rotation construction is a common construction technique in the arch bridge which develops based on the twist construction. The mechanical property of rotating hinge in Springer has a decisive effect on the implementation process and structure system transformation. The simulation analysis on the rotating hinge of Chongqing Wansheng Zaodu Bridge were carried out using finite element software in this paper, and the stress fields of rotating hinge nods and the areas of plastic flow and creep have been obtained. The relationship among the I which is the distance from the point of maximum calculation stress to the acting point of axle hole and acting force F, steel thickness t, diameter of axle hole D were analyzed. The results show that the relationship of / and F is linear, I and t demonstrate exponential trend and l shows little correlation with D. In the design of rotating hinge should leave enough space to prevent yield damage in the areas prone to plastic flow and creep near the shaft, and strictly control the distance from the axle hole to the edge of plate.

  16. Arch bridges – unlocking their potential

    OpenAIRE

    Long, Adrian; Nanukuttan, Sreejith

    2016-01-01

    Arch bridges are strong, durable, aesthetically pleasing and require little maintenance but very few have been built since the early 1900s. However, this trend has changed as more than 60 FlexiArch bridges have been installed since the system was launched in 2007. The FlexiArch uses precast concrete voussoirs, requires neither corrodible reinforcement, nor centring, can be installed in hours and is contractor friendly. Details of this innovative method of construction and installation of arch...

  17. Earthquake Resistance of Integral Abutment Bridges

    OpenAIRE

    2009-01-01

    intermediate length bridges. Integral abutment construction eliminates joints and bearings which reduce long-term maintenance costs. However, in the absence of joints and bearings, the bridge abutments and foundations must be able to accommodate lateral movements from thermal expansion and contraction of the superstructure and from seismic events. Previous research has focused on the response to thermal expansion and contraction. The current research examines the response of integral abutment...

  18. External Prestressing Bridge Reinforcement Technology Review

    Directory of Open Access Journals (Sweden)

    Zhu Hanbing

    2015-01-01

    Full Text Available Externally prestressed bridge can not only limit and reduce the cracks and deformation of the structure, improve the rigidity and bearing capacity of structure, improve the stress state of structure, but also have less interference for bridge operation when it is operating and have the good economic efficiency. This paper introduces the advantages and disadvantages of external prestressed strengthening technique, its calculation theory and construction technology described in detail, and finally the paper discusses the deficiency of existing research.

  19. Surface water sanitation and biomass production in a large constructed wetland in the Netherlands

    NARCIS (Netherlands)

    Meerburg, B.G.; Vereijken, P.H.; Visser, de W.; Verhagen, A.; Korevaar, H.; Querner, E.P.; Blaeij, de A.T.; Werf, van der A.K.

    2010-01-01

    In Western-Europe, agricultural practices have contributed to environmental problems such as eutrophication of surface and ground water, flooding, drought and desiccation of surrounding natural habitats. Solutions that reduce the impact of these problems are urgently needed. Common reed (Phragmites

  20. Superamphiphobic surfaces constructed by cross-linked hollow SiO2 spheres

    Science.gov (United States)

    Cui, Weihao; Wang, Tao; Yan, Aili; Wang, Sheng

    2017-04-01

    By using stringed carbon spheres as template material, a series of hierarchical 3D cross-linked SiO2 coated carbon spheres and hollow SiO2 spheres were fabricated, and spray-coated on glass slides, followed by the fluorination treatment with per-fluorotrichlorosilane. The surface characterization and surface wettability data indicated that hollow SiO2 spheres spray-coated surfaces showed better superhydrophobicity and superoleophobcity properties than the corresponding solid C@SiO2 coated surface. This study further demonstrated that superamphiphobicity depends on two critical factors, namely a cavity- and spot-rich hierarchical structure and the size and shape of overhangs. Moreover, the optimal conditions for the preparation of hollow SiO2 coated glass slide were identified after a systematic investigation of various concentrations of the carbon precursor and tetraethylorthosilicate. It was found that when 0.10 g carbon spheres prepared from 1.0 M carbon precursor were used as the template and 20 mg/mL tetraethylorthosilicate was used as silica precursor, the hollow SiO2 coated glass slide exhibited the best superamphiphobic performance, with the highest contact angles and lowest sliding angles for various liquids, such as water, olive oil, n-hexadecane and n-dodecane.

  1. COUPLING VIBRATION OF VEHICLE-BRIDGE SYSTEM

    Institute of Scientific and Technical Information of China (English)

    陈炎; 黄小清; 马友发

    2004-01-01

    By applying the sinusoidal wave mode to simulate the rugged surface of bridge deck,accounting for vehicle-bridge interaction and using Euler-Bernoulli beam theory, a coupling vibration model of vehicle-bridge system was developed. The model was solved by mode analyzing method and Runge-Kutta method, and the dynamic response and the resonance curve of the bridge were obtained. It is found that there are two resonance regions, one represents the main resonance while the other the minor resonance, in the resonance curve. The influence due to the rugged surface, the vibration mode of bridge, and the interaction between vehicle and bridge on vibration of the system were discussed. Numerical results show that the influence due to these parameters is so significant that the effect of roughness of the bridge deck and the mode shape of the bridge can't be ignored and the vehicle velocity should be kept away from the critical speed of the vehicle.

  2. Construction of an ESR-STM for Single Molecular Based Magnets anchored at Surfaces

    CERN Document Server

    Messina, Paul C; Lenci, L; Prato, S; Pittana, P; Gatteschi, Dante; Messina, Paolo; Sigalotti, Paolo; Lenci, Lorenzo; Prato, Stefano; Pittana, Paolo; Gatteschi, Dante

    2004-01-01

    Reading and manipulating the spin status of single magnetic molecules is of paramount importance both for applicative and fundamental purposes. The possibility to combine Electron Spin Resonance (ESR) and Scanning Tunnelling Microscopy (STM) has been explored one decade ago. A few experiments have raised the question whether or not an EPR spectrum of single molecule is detachable. Only a few data have been reported in modern surface science literature. To date it has yet to be proven till which extent ESR can be reliably and reproducibly performed on single molecules. We are setting up a new ESR-STM (spectrometer) to verify and study the effect of spin-spin correlations in the frequency spectrum of the tunneling current which flows through a single magnetic adsorbate and a metal surface. Here we discuss, the major experimental challenges that we are attempting to overcome.

  3. Construction of 4d SYM compactified on open Riemann surfaces by the superfield formalism

    Energy Technology Data Exchange (ETDEWEB)

    Nagasaki, Koichi [KEK Theory Center, High Energy Accelerator Research Organization (KEK), 1-1 Oho, Tsukuba, Ibaraki, 305-0801 (Japan)

    2015-11-23

    By compactifying gauge theories on a lower dimensional manifold, we often find many interesting relationships between geometry and supersymmetric quantum field theories. In this paper we consider conformal field theories obtained from twisted compactification on a Riemann surface with a boundary. Various kinds of supersymmetric boundary conditions are exchanged under S-duality. To consider these transformations one need to take into account boundary degrees of freedom. So we study how these degrees of freedom can be added at the boundary of the Riemann surface. For these the boundary fields to be added it is convenient to rewrite the theory by means of superfields. Therefore, I show in this paper that the 4d SYM action can be surely expressed as 2d superfields.

  4. Facile Synthesis of Smart Nanocontainers as Key Components for Construction of Self-Healing Coating with Superhydrophobic Surfaces

    Science.gov (United States)

    Liang, Yi; Wang, MingDong; Wang, Cheng; Feng, Jing; Li, JianSheng; Wang, LianJun; Fu, JiaJun

    2016-04-01

    SiO2-imidazoline nanocomposites (SiO2-IMI) owning high loading capacity of corrosion inhibitor, 1-hexadecyl-3-methylimidazolium bromide (HMID), and a special acid/alkali dual-stimuli-accelerated release property have been synthesized via a one-step modified Stöber method. SiO2-IMI were uniformly distributed into the hydrophobic SiO2 sol to construct "host"-"guest" feedback active coating with a superhydrophobic surface (SiO2-IMI@SHSC) on aluminium alloy, AA2024, by dip-coating technique. SiO2-IMI as "guest" components have good compatibility with "host" sol-gel coating, and more importantly, once localized corrosion occurs on the surface of AA2024, SiO2-IMI can simultaneously respond to the increase in environmental pH around corrosive micro-cathodic regions and decrease in pH near micro-anodic regions, promptly releasing HMID to form a compact molecular film on the damaged surface, inhibiting corrosion spread and executing a self-healing function. The scanning vibrating electrode technique (SVET) was applied to illustrate the suppression process of cathodic/anodic corrosion activities. Furthermore, benefiting from the superhydrophobic surface, SiO2-IMI@SHSC remained its protective ability after immersion in 0.5 M NaCl solution for 35 days, which is far superior to the conventional sol-gel coating with the same coating thickness. The facile fabrication method of SiO2-IMI simplifies the construction procedure of SiO2-IMI@SHSC, which have great potential to replace non-environmental chromate conversion coatings for practical use.

  5. Facile Synthesis of Smart Nanocontainers as Key Components for Construction of Self-Healing Coating with Superhydrophobic Surfaces.

    Science.gov (United States)

    Liang, Yi; Wang, MingDong; Wang, Cheng; Feng, Jing; Li, JianSheng; Wang, LianJun; Fu, JiaJun

    2016-12-01

    SiO2-imidazoline nanocomposites (SiO2-IMI) owning high loading capacity of corrosion inhibitor, 1-hexadecyl-3-methylimidazolium bromide (HMID), and a special acid/alkali dual-stimuli-accelerated release property have been synthesized via a one-step modified Stöber method. SiO2-IMI were uniformly distributed into the hydrophobic SiO2 sol to construct "host"-"guest" feedback active coating with a superhydrophobic surface (SiO2-IMI@SHSC) on aluminium alloy, AA2024, by dip-coating technique. SiO2-IMI as "guest" components have good compatibility with "host" sol-gel coating, and more importantly, once localized corrosion occurs on the surface of AA2024, SiO2-IMI can simultaneously respond to the increase in environmental pH around corrosive micro-cathodic regions and decrease in pH near micro-anodic regions, promptly releasing HMID to form a compact molecular film on the damaged surface, inhibiting corrosion spread and executing a self-healing function. The scanning vibrating electrode technique (SVET) was applied to illustrate the suppression process of cathodic/anodic corrosion activities. Furthermore, benefiting from the superhydrophobic surface, SiO2-IMI@SHSC remained its protective ability after immersion in 0.5 M NaCl solution for 35 days, which is far superior to the conventional sol-gel coating with the same coating thickness. The facile fabrication method of SiO2-IMI simplifies the construction procedure of SiO2-IMI@SHSC, which have great potential to replace non-environmental chromate conversion coatings for practical use.

  6. Master Sintering Surface: A practical approach to its construction and utilization for Spark Plasma Sintering prediction

    Directory of Open Access Journals (Sweden)

    Pouchly V.

    2012-01-01

    Full Text Available The sintering is a complex thermally activated process, thus any prediction of sintering behaviour is very welcome not only for industrial purposes. Presented paper shows the possibility of densification prediction based on concept of Master Sintering Surface (MSS for pressure assisted Spark Plasma Sintering (SPS. User friendly software for evaluation of the MSS is presented. The concept was used for densification prediction of alumina ceramics sintered by SPS.

  7. Sub Surface Geoelectrical Imaging for Potential Geohazard in Infrastructure Construction in Sidoarjo, East Java

    Science.gov (United States)

    Sumintadireja, Prihadi; Irawan, Diky

    2017-06-01

    Mud volcano remnants are identified in Surabaya and adjacent areas. The people in East Java based on historical report are custom and able to adjust with the natural phenomena within their areas. Sidoarjo mud volcano phenomena which coincident with drilling activity in 29 May 2006 is making people and government anxious for development a new infrastructure such as high rise building, toll road etc. An understanding of a geological hazard which can be single, sequential or combined events in their origin is the main key importance in subsurface imaging. Geological hazard can be identified by geophysical, geological, geotechnical method. The prompt selection of geophysical method to reveal subsurface condition is very important factor instead of survey design and field data acquisition. Revealing subsurface condition is very important information for site investigation consists of geological, geophysical and geotechnical data, whereas data analysis will help civil engineer design and calculate the construction safety.

  8. Construction of Renewable Superhydrophobic Surfaces via Thermally Induced Phase Separation and Mechanical Peeling

    Institute of Scientific and Technical Information of China (English)

    Qi Zhu; Yuan Yu; Qing-Yun Wu; Lin Gu

    2017-01-01

    We report a simple preparation method of a renewable superhydrophobic surface by thermally induced phase separation (TIPS) and mechanical peeling.Porous polyvinylidene fluoride (PVDF) membranes with hierarchical structures were prepared by a TIPS process under different cooling conditions,which were confirmed by scanning electron microscopy and mercury intrusion porosimetry.After peeling off the top layer,rough structures with hundreds of nanometers to several microns were obtained.A digital microscopy determines that the surface roughness of peeled PVDF membranes is much higher than that of the original PVDF membrane,which is important to obtain the superhydrophobicity.Water contact angle and sliding angle measurements demonstrate that the peeled membrane surfaces display superhydrophobicity with a high contact angle (152°) and a low sliding angle (7.2°).Moreover,the superhydrophobicity can be easily recovered for many times by a simple mechanical peeling,identical to the original superhydrophobicity.This simple preparation method is low cost,and suitable for large-scale industrialization,which may offer more opportunities for practical applications.

  9. A hierarchy of potential energy surfaces constructed from energies and energy derivatives calculated on grids

    Science.gov (United States)

    Matito, Eduard; Toffoli, Daniele; Christiansen, Ove

    2009-04-01

    In this work we develop and test a methodology for the generation of Born-Oppenheimer potential energy surfaces (PES) for use in vibrational structure calculations. The method relies on the widely used restricted-mode-coupling expansion of the fully coupled potential surface where only up to n or less vibrational coordinates are coupled in the potential. Low-order derivatives of the energy are then used to extrapolate the higher mode-coupling potential terms; derivative information is thus used in a convenient way for the evaluation of higher mode couplings avoiding their explicit calculation on multidimensional grids. The formulation, which is a variant of the popular modified Shepard interpolation, is general for any extrapolation of (n +p)-mode-coupling terms from n-mode couplings and can be applied to the energy or any other molecular property surface for which derivative information is available. The method depends only on analytical parameter-free weight functions that satisfy important limiting conditions and control the contribution from each direction of extrapolation. The procedure has been applied on a representative set of 13 molecules, and its accuracy has been tested using only gradients and using both gradients and Hessians. The results provide evidence for the importance of higher mode couplings and illustrate the cost efficiency of the proposed approach.

  10. Study of an antireflection surface constructed of controlled ZnO nanostructures

    Energy Technology Data Exchange (ETDEWEB)

    Chung, Ren-Jei, E-mail: rjchung@ntut.edu.tw [Department of Chemical Engineering and Biotechnology, National Taipei University of Technology (Taipei Tech), Taipei 10608, Taiwan, ROC (China); Lin, Zih-Cian [Department of Chemical Engineering and Biotechnology, National Taipei University of Technology (Taipei Tech), Taipei 10608, Taiwan, ROC (China); Lin, Chin-An; Lai, Kun-Yu [Graduate Institute of Photonics and Optoelectronics, National Taiwan University, Taipei 10617, Taiwan, ROC (China); Department of Electrical Engineering, National Taiwan University, Taipei 10617, Taiwan, ROC (China)

    2014-11-03

    Zinc oxide (ZnO) nanostructures were fabricated on Si wafers using a hydrothermal method. By adjusting the spin-coating speed and annealing time for the zinc acetate thin films used as a seed layer, the density of ZnO nanorods (NRs) was controlled. In addition, it was found that the morphology of the NRs evolved from a wire-like geometry to a tower-like geometry with an increasing concentration of ascorbic acid. The surface reflectance of the ZnO NR layers with various textures was investigated. The results indicated that NRs effectively enhanced light trapping and further reduced Fresnel reflection due to the significant grading in the refractive index, avoiding the abrupt transition at the air/Si interface. The total reflectance on the coated surface can be as low as 11%, which is 3 times lower than that of polished Si. The optimized design of nanostructured ZnO surfaces for antireflection coatings will greatly improve the performance of optoelectronic devices. - Highlights: • Nanotructured ZnO was prepared to serve as an anti-reflection coating. • The geometries of sol–gel prepared ZnO were controlled. • ZnO nanorod, nanoneedle and nanotower arrays were fabricated. • The light reflectance of the nanostructures was much lower than that of bare Si.

  11. Constructing Functional Ionic Membrane Surface by Electrochemically Mediated Atom Transfer Radical Polymerization

    Directory of Open Access Journals (Sweden)

    Fen Ran

    2016-01-01

    Full Text Available The sodium polyacrylate (PAANa contained polyethersulfone membrane that was fabricated by preparation of PES-NH2 via nonsolvent phase separation method, the introduction of bromine groups as active sites by grafting α-Bromoisobutyryl bromide, and surface-initiated electrochemically atom transfer radical polymerization (SI-eATRP of sodium acrylate (AANa on the surface of PES membrane. The polymerization could be controlled by reaction condition, such as monomer concentration, electric potential, polymerization time, and modifier concentration. The membrane surface was uniform when the monomer concentration was 0.9 mol/L, the electric potential was −0.12 V, the polymerization time was 8 h, and the modifier concentration was 2 wt.%. The membrane showed excellent hydrophilicity and blood compatibility. The water contact angle decreased from 84° to 68° and activated partial thromboplastin increased from 51 s to 84 s after modification of the membranes.

  12. Construction and in vitro Expression of Streptococcus Mutans Surface Protein Encoding DNA Vaccine

    Institute of Scientific and Technical Information of China (English)

    PENG; Zhixiang(

    2001-01-01

    [1]樊明文主编.口腔生物学.北京:人民卫生出版社 1996.132[2]Senpuku H Iizima T Yamaguchi Y et al.Immunogenicity of peptides coupled with multiple T-cell epitopes of a surface protein antigen of Streptococcus mutans.Immunology 1996 88:2275[3]Kato H Takeuchi H Oishi Y et al.The immunogenicity of various peptide antigens inducing cross-reacting antibodies to a cell surface protein antigen of Streptococcus mutans.Oral Microbiol Immunol 1999 14:213[4]Okahashi N Sasakawa C Yoshikawa M et al.Molecular characterization of a surface protein antigen gene from serotype c Streptococcus mutans implicated in dental caries.Mol Microbiol 1989 3:673[5]Okahashi N Takahashi I Nakai M et al.Identification of antigenic epitopes in an alanine-rich repeating region of a surface protein antigen of Streptococcus mutans.Infeet Immun 1993 61(4):1301[6]Brady L J Cvitkovitch D G Geric C M et al.Deletion of the central proline-rich repeat domain results in altered antigenicity and lack of surface expression of the Streptococcus mutans P1 adhesin molecule.Infect Immun 1998 66(9):4274[7]彭志翔 樊明文 边专.变形链球菌表面蛋白PAc结构基因克隆工程数据分析.口腔医学纵横杂志 2000 16(2):90[8]彭志翔 钟燕 樊明文等.含变链菌PAc蛋白编码基因保守区重组质粒pCIA-P的亚克隆构建.中华口腔医学杂志 2000 35(5):339[9]Peng Z X Zhong Y Fan M W et al.Design and preparation of cloned DNA fragment from pac gene of Streptococcus mutans.J Comprehensive Stomatology 2000 16(1):54

  13. Implementation and Non-Destructive Evaluation of Composite Structural Shapes in the Tom's Creek Bridge

    OpenAIRE

    Hayes, M. D.; J. Haramis; Lesko, John J.; Cousins, Thomas E.; J.C.Duke; Weyers, Richard E.

    2000-01-01

    A bridge rehabilitation utilizing a hybrid fiber reinforced polymeric composite has been completed in Blacksburg, Virginia. This project involved replacing the superstructure in the Tom's Creek Bridge, a rural short-span traffic bridge with a timber deck and corroded steel girders, with a glue-laminated timber deck on composite girders. In order to verify the bridge design and to address construction issues prior to the rehabilitation, a full-scale mock-up of the bridge was built and tested i...

  14. In Vitro Laser Treatment Platform Construction with Dental Implant Thread Surface on Bacterial Adhesion for Peri-Implantitis.

    Science.gov (United States)

    Kuo, Hsien-Nan; Mei, Hsiang-I; Liu, Tung-Kuan; Liu, Tse-Ying; Lo, Lun-Jou; Lin, Chun-Li

    2017-01-01

    This study constructs a standard in vitro laser treatment platform with dental implant thread surface on bacterial adhesion for peri-implantitis at different tooth positions. The standard clinical adult tooth jaw model was scanned to construct the digital model with 6 mm bone loss depth on behalf of serious peri-implantitis at the incisor, first premolar, and first molar. A cylindrical suite connected to the implant and each tooth root in the jaw model was designed as one experimental unit set to allow the suite to be replaced for individual bacterial adhesion. The digital peri-implantitis and suite models were exported to fulfill the physical model using ABS material in a 3D printer. A 3 mm diameter specimen implant on bacterial adhesion against Escherichia coli was performed for gram-negative bacteria. An Er:YAG laser, working with a chisel type glass tip, was moved from the buccal across the implant thread to the lingual for about 30 seconds per sample to verify the in vitro laser treatment platform. The result showed that the sterilization rate can reach 99.3% and the jaw model was not damaged after laser irradiation testing. This study concluded that using integrated image processing, reverse engineering, CAD system, and a 3D printer to construct a peri-implantitis model replacing the implant on bacterial adhesion and acceptable sterilization rate proved the feasibility of the proposed laser treatment platform.

  15. In Vitro Laser Treatment Platform Construction with Dental Implant Thread Surface on Bacterial Adhesion for Peri-Implantitis

    Directory of Open Access Journals (Sweden)

    Hsien-Nan Kuo

    2017-01-01

    Full Text Available This study constructs a standard in vitro laser treatment platform with dental implant thread surface on bacterial adhesion for peri-implantitis at different tooth positions. The standard clinical adult tooth jaw model was scanned to construct the digital model with 6 mm bone loss depth on behalf of serious peri-implantitis at the incisor, first premolar, and first molar. A cylindrical suite connected to the implant and each tooth root in the jaw model was designed as one experimental unit set to allow the suite to be replaced for individual bacterial adhesion. The digital peri-implantitis and suite models were exported to fulfill the physical model using ABS material in a 3D printer. A 3 mm diameter specimen implant on bacterial adhesion against Escherichia coli was performed for gram-negative bacteria. An Er:YAG laser, working with a chisel type glass tip, was moved from the buccal across the implant thread to the lingual for about 30 seconds per sample to verify the in vitro laser treatment platform. The result showed that the sterilization rate can reach 99.3% and the jaw model was not damaged after laser irradiation testing. This study concluded that using integrated image processing, reverse engineering, CAD system, and a 3D printer to construct a peri-implantitis model replacing the implant on bacterial adhesion and acceptable sterilization rate proved the feasibility of the proposed laser treatment platform.

  16. 港珠澳大桥非通航孔85 m连续组合梁桥施工关键技术%Key Construction Techniques for 85 m Non-navigational Channel Con-tinuous Composite Girder Bridge of Hongkong-Zhuhai-Macao Bridge

    Institute of Scientific and Technical Information of China (English)

    潘军

    2016-01-01

    港珠澳大桥浅水区非通航孔桥为11联双幅85 m连续组合梁桥,基础采用钢管复合桩,承台及墩身采用预制拼装结构,承台深埋于海床内,上部结构采用组合梁结构。桥位处地质复杂、环境恶劣,利用“小天鹅”号运架双体船搭载整体导向架系统,实现复合桩基础钢管三次定位,精确控制钢管插打;承台+底节墩身整体预制时钢筋按4个模块分别绑扎,组拼成整体后应用自动化开合模板浇筑混凝土,并采用裂纹控制技术及防腐措施;承台+底节墩身预制构件采用“小天鹅”号运架一体船运输、起吊下放进入锁口钢套箱围堰内,通过复合桩桩顶三向调节装置精确定位安装;组合梁的钢梁在工厂加工成板单元后,船运至中山预制场进行整孔组拼,混凝土桥面板采取纵向分块、横向整幅预制,二者结合成组合梁后由“天一号”运架一体船逐片吊装。%The non‐navigational channel bridge in the shallow water area of Hongkong‐Zhuhai‐Macao Bridge is a continuous composite girder bridge with separated left and right decks .The bridge has 11 continuous units of spans of 85 m .T he foundation of the piers is formed of concrete‐filled steel tubular piles ,the pile caps and pile shafts were prefabricated and assembled in the workshop ,and the pile caps were deeply buried in the seabed .The superstructure adopts compos‐ite girder structure .Complicated geological condition and harsh environment render the bridge site quite challenging for construction .The Crane Little Swan ,a catamaran used to lift and erect gird‐ers ,was employed to carry the overall guiding frame system ,to realize three times of positioning of the composite foundation steel tubes and precisely control the driving of the steel tubes .The pile cap and the bottom lift of the pier are monolithically prefabricated ,during the manufacture of which ,the reinforcement was divided

  17. State-of-the-art of long-span bridge engineering in China

    Institute of Scientific and Technical Information of China (English)

    XIANG Haifan; GE Yaojun

    2007-01-01

    This paper introduces the state-of-the-art of long-span bridge engineering in China with emphases on recent long-span bridge projects,bridge deck configuration and material,design codes of long-span bridges and improvement of aerodynamic performance.The recent long-span bridge projects include thirty-eight completed suspension bridges,cable-stayed and arch bridges with a main span over 400 m,and eighteen major bridges are under construction.The bridge deck configuration and material,with prestressed concrete decks,steel-concrete composite decks and steel box decks together with several popular cross-sections,are presented.The third part briefly outlines four design codes,including static and dynamic design for highway long-span bridges,and the recent engineering experiences gained from several aerodynamic vibration control projects of long-span bridges are shared in the last part.

  18. Surface Waves Properties in Cosserat Continuum: Construction of Solution and Analysis Using Wavelet Transform

    Science.gov (United States)

    Kulesh, M.; Holschneider, M.; Shardakov, I.

    2005-12-01

    The problem of the surface elastic wave propagation in the half-space within the framework of the Cosserat continuum has been considered. Medium deformation in this model is described not only by the displacement vector, but also by kinematically independent rotation vector. This model can be used for the description of the media with microstructure, for example concrete, sand, sandy-gravel mixture etc. At the same time the applications of these models almost do not exist in praxis, since there are no reliable data about the material properties in nonsymmetrical elasticity theory and in fact there are no experiments which can demonstrate the effects of couple-stress behavior in solid under deformation. The main result of presented work consist in fact, that within the framework of the Cosserat continuum in half-space besides elliptical Rayleigh wave can be in existence the surface shear wave with only transversal component. Geometrically such wave is equal to Love wave, but in classical elasticity theory existence of the Love wave as surface elastic wave is defined by presence of a layer on a half-space, and while a layer thickness vanishing the Love wave proceeds to a plane wave. Thus, in Cosserat medium the new wave mode is found out, and there is no analogue of it in classical elasticity theory. As a second result of presented work the method of the displacement seismogram inversion has been proposed. This method is based on continues wavelet transform and allows to restore the wave number, phase and group velocities. These results can be effectively used in possible experiments which are aimed at the detection of couple-stress effects in medium and further at the identification of material constants of nonsymmetrical elasticity theory. This work was supported by Russian Foundation of Fundamental Research under project 03-01-00561 and by the Deutsche Forschungsgemeinschaft (DFG) within the framework of the priority program SPP 1114, Mathematical methods for time

  19. Construction of a large synthetic human Fab antibody library on yeast cell surface by optimized yeast mating.

    Science.gov (United States)

    Baek, Du-San; Kim, Yong-Sung

    2014-03-28

    Yeast surface-displayed antibody libraries provide an efficient and quantitative screening resource for given antigens, but suffer from typically modest library sizes owing to low yeast transformation efficiency. Yeast mating is an attractive method for overcoming the limit of yeast transformation to construct a large, combinatorial antibody library, but the optimal conditions have not been reported. Here, we report a large synthetic human Fab (antigen binding fragment) yeast surface-displayed library generated by stepwise optimization of yeast mating conditions. We first constructed HC (heavy chain) and LC (light chain) libraries, where all of the six CDRs (complementarity-determining regions) of the variable domains were diversified mimicking the human germline antibody repertoires by degenerate codons, onto single frameworks of VH3-23 and Vkappa1-16 germline sequences, in two haploid cells of opposite mating types. Yeast mating conditions were optimized in the order of cell density, media pH, and cell growth phase, yielding a mating efficiency of ~58% between the two haploid cells carrying HC and LC libraries. We constructed two combinatorial Fab libraries with CDR-H3 of 9 or 11 residues in length with colony diversities of more than 10(9) by one round of yeast mating between the two haploid HC and LC libraries, with modest diversity sizes of ~10(7). The synthetic human Fab yeast-displayed libraries exhibited relative amino acid compositions in each position of the six CDRs that were very similar to those of the designed repertoires, suggesting that they are a promising source for human Fab antibody screening.

  20. Control and Calibration of a Staubli RX130 Robotic Arm for Construction of Surface Current Coils

    Science.gov (United States)

    Vanmeter, Patrick; Crawford, Christopher; Guler, Emre; Fugal, Mario; Irvin, Bradley

    2013-10-01

    Precision low energy neutron experiments require extremely uniform magnetic fields for manipulating the neutron spin. Such fields can be generated with surface current coils-precision 3-dimensional printed circuits. We are developing a facility to etch out these circuits on copper-plated curved forms using a high-speed spindle attached to the end-effector of a Staubli RX130 six-axis robotic arm. We describe our mathematical model of the robotic links and the software system we designed to control the motion of the arm and to prevent collisions during actuations. We developed a calibration procedure to achieve accuracy of 30 microns in the position of drill.

  1. Nanostructured Surface with Tunable Contact Angle Hysteresis for Constructing In Vitro Tumor Model

    Directory of Open Access Journals (Sweden)

    Kang Sun

    2016-01-01

    Full Text Available Contact angle hysteresis (CAH is an important phenomenon in surface chemistry. In this paper, we fabricated nanostructured substrates and investigated the relationship between roughness and CAH. We demonstrated that by patterning well-tuned CAH in superhydrophobic background, we can pattern droplets with controlled sizes. We further showed that our system could be used in fabricating complex hydrogel architecture, allowing coculture of different types of cells in three-dimensional way. This CAH-based patterning strategy would provide in vitro models for tissue engineering and drug delivery.

  2. 常平均曲率细分曲面的构造%Construction of Constant Mean Curvature Subdivision Surfaces

    Institute of Scientific and Technical Information of China (English)

    潘青; 徐国良

    2011-01-01

    Surfaces with constant mean curvature always arise as interfaces in many physical problems,and are the mathematical abstraction of physical soap films and soap bubbles. The flexibility and high quality of subdivision surfaces make them to be a powerful tool for designing surfaces. In this paper,we construct the constant mean curvature subdivision surfaces with given boundaries using a forthorder geometric partial differential equation deduced from a second-order energy functional and a second-order geometric partial differential equation. These equations are solved by a finite element method. We adopt the limit functions of the extended Loop's subdivision scheme as the finite element space because this scheme can treat surfaces with boundaries. The constant mean curvature subdivision surfaces can be approximately constructed with any topology of the control mesh and any shaped boundaries.%常平均曲率曲面经常作为界面出现在许多物理问题当中,是物理膜泡的一种数学抽象,而细分曲面的灵活性及其高质量的特性使得它成为一种强有力的曲面设计工具.通过给定边界,使用由一个二阶能量范函导出的四阶几何偏微分方程和一个二阶几何偏微分方程来构造常平均曲率细分曲面,这2个方程采用有限元方法求解;由于扩展的Loop细分规则能处理带边界的曲面问题,所以采用其极限形式作为有限元空间.实验结果显示,采用文中方法能够近似地构造出具有任意拓扑结构控制网格和任意形状边界的常平均曲率曲面.

  3. Surface and Groundwater Quality in Some Oil Field Communities in the Niger Delta: Implications for Domestic Use and Building Construction

    Directory of Open Access Journals (Sweden)

    E.R. Daka

    2014-02-01

    Full Text Available The aim of this study was to determine surface and groundwater quality in some communities in the Niger Delta and to evaluate the implications for domestic use and building construction. Surface water samples were collected along the Nun River and Taylor creek in the greater Gbaran area; groundwater samples were collected from seven communities in that Gbarain and Ekpetiama kingdoms of Bayelsa State, Nigeria. The surface water turbidity values (24.18 to 130.42 NTU were above the Nigerian drinking water limits. TDS values were low (27-32 mg/L; pH (7.0 to 7.5, conductivity (54.00 to 63.00 &muS/cm, nitrate (0.09-0.61 mg/L. The measured values of conductivity, pH and TDS and nitrate fell within the NIS limits for drinking water in Nigeria. About 50% of the surface water samples had values of iron higher than the Nigerian standard for drinking water. Most of the samples gave values of chromium within the limit for drinking, with a few exceptions. pH of groundwater (6.3-7.8 mostly fell within the Nigerian drinking water limits (6.5-8.5. Mean electrical conductivity values of groundwater was 129.67 µS/cm, the TDS values (51.00 to 81.00 mg/L. The turbidity values ranged from <0.01 NTU to 38.11 NTU. Heavy metals concentrations were generally low; copper values ranged from <0.001 to 0.407 mg/L, chromium (0.020-0.059 mg/L, iron (0. 162 to 0.558 mg/L. The measured physicochemical variables of surface water and groundwater from the study area showed water quality values that were generally within the Nigerian standards for drinking water, apart from turbidity, iron and chromium in both surface and groundwater. However, all the measured parameters showed valued that are within acceptable limits for construction.

  4. Evaluating the potential of 'on-line' constructed wetlands for mitigating pesticide transfers from agricultural land to surface waters

    Science.gov (United States)

    Whelan, Michael; Ramos, Andre; Guymer, Ian; Villa, Raffaella; Jefferson, Bruce

    2016-04-01

    Pesticides make important contributions to modern agriculture but losses from land to water can present problems for environmental management, particularly in catchments where surface waters are abstracted for drinking water. Where artificial field drains represent a dominant pathway for pesticide transfers, buffer zones provide little mitigation potential. Instead, "on-line" constructed wetlands have been proposed as a potential means of reducing pesticide fluxes in drainage ditches and headwater streams. Here, we evaluate the potential of small free-surface wetlands to reduce pesticide concentrations in surface waters using a combination of field monitoring and numerical modelling. Two small constructed wetland systems in a first order catchment in Cambridgeshire, UK, were monitored over the 2014-2015 winter season. Discharge was measured at several flow control structures and samples were collected every eight hours and analysed for metaldehyde, a commonly-used molluscicide. Metaldehyde is moderately mobile and, like many other compounds, it has been regularly detected at high concentrations in surface water samples in a number of drinking water supply catchments in the UK over the past few years. However, it is unusually difficult to remove via conventional drinking water treatment which makes it particularly problematical for water companies. Metaldehyde losses from the upstream catchment were significant with peak concentrations occurring in the first storm events in early autumn, soon after application. Concentrations and loads appeared to be unaffected by transit through the wetland over a range of flow conditions - probably due to short solute residence times (quantified via several tracing experiments employing rhodamine WT - a fluorescent dye). A dynamic model, based on fugacity concepts, was constructed to describe chemical fate in the wetland system. The model was used to evaluate mitigation potential and management options under field conditions and

  5. Surface Thermal Insulation and Pipe Cooling of Spillways during Concrete Construction Period

    Directory of Open Access Journals (Sweden)

    Wang Zhenhong

    2014-01-01

    Full Text Available Given that spillways adopt a hydraulic thin concrete plate structure, this structure is difficult to protect from cracks. The mechanism of the cracks in spillways shows that temperature stress is the major reason for cracks. Therefore, an effective way of preventing cracks is a timely and reasonable temperature-control program. Studies show that one effective prevention method is surface thermal insulation combined with internal pipe cooling. The major factors influencing temperature control effects are the time of performing thermal insulation and the ways of internal pipe cooling. To solve this problem, a spillway is taken as an example and a three-dimensional finite element program and pipe cooling calculation method are adopted to conduct simulation calculation and analysis on the temperature fields and stress fields of concretes subject to different temperature-control programs. The temperature-control effects are then compared. Optimization results show that timely and reasonable surface thermal insulation and water-flowing mode can ensure good temperature-control and anticrack effects. The method has reference value for similar projects.

  6. Lightweight Bulldozer Attachment for Construction and Excavation on the Lunar Surface

    Science.gov (United States)

    Mueller, Robert; Wilkinson, R. Allen; Gallo, Christopher A.; Nick, Andrew J.; Schuler, Jason M.; King, Robert H.

    2009-01-01

    A lightweight bulldozer blade prototype has been designed and built to be used as an excavation implement in conjunction with the NASA Chariot lunar mobility platform prototype. The combined system was then used in a variety of field tests in order to characterize structural loads, excavation performance and learn about the operational behavior of lunar excavation in geotechnical lunar simulants. The purpose of this effort was to evaluate the feasibility of lunar excavation for site preparation at a planned NASA lunar outpost. Once the feasibility has been determined then the technology will become available as a candidate element in the NASA Lunar Surface Systems Architecture. In addition to NASA experimental testing of the LANCE blade, NASA engineers completed analytical work on the expected draft forces using classical soil mechanics methods. The Colorado School of Mines (CSM) team utilized finite element analysis (FEA) to study the interaction between the cutting edge of the LANCE blade and the surface of soil. FEA was also used to examine various load cases and their effect on the lightweight structure of the LANCE blade. Overall it has been determined that a lunar bulldozer blade is a viable technology for lunar outpost site preparation, but further work is required to characterize the behavior in 1/6th G and actual lunar regolith in a vacuum lunar environment.

  7. Cyclodextrin-modified zeolites: host-guest surface chemistry for the construction of multifunctional nanocontainers.

    Science.gov (United States)

    Szarpak-Jankowska, Anna; Burgess, Christine; De Cola, Luisa; Huskens, Jurriaan

    2013-10-25

    The functionalization of nanoporous zeolite L crystals with β-cyclodextrin (CD) has been demonstrated. The zeolite surface was first modified with amino groups by using two different aminoalkoxysilanes. Then, 1,4-phenylene diisothiocyanate was reacted with the amino monolayer and used to bind CD heptamine by using its remaining isothiocyanate groups. The use of the different aminoalkoxysilanes, 3-aminopropyl dimethylethoxysilane (APDMES) and 3-aminopropyl triethoxysilane (APTES), led to drastic differences in uptake and release properties. Thionine was found to be absorbed and released from amino- and CD-functionalized zeolites when APDMES was used, whereas functionalization by APTES led to complete blockage of the zeolite channels. Fluorescence microscopy showed that the CD groups covalently attached to the zeolite crystals could bind adamantyl-modified dyes in a specific and reversible manner. This strategy allowed the specific immobilization of His-tagged proteins by using combined host-guest and His-tag-Ni-nitrilotriacetic acid (NTA) coordination chemistry. Such multifunctional systems have the potential for encapsulation of drug molecules inside the zeolite pores and non-covalent attachment of other (for example, targeting) ligand molecules on its surface.

  8. Phytoremediation of domestic wastewaters in free water surface constructed wetlands using Azolla pinnata.

    Science.gov (United States)

    Akinbile, Christopher O; Ogunrinde, Temitope A; Che Bt Man, Hasfalina; Aziz, Hamidi Abdul

    2016-01-01

    Two constructed wetlands, one with Azolla pinnata plant (CW1) and the other without (CW2) for treating domestic wastewaters were developed. Fifteen water parameters which include: Dissolved Oxygen (DO), Biochemical Oxygen Demand (BOD5), Chemical Oxygen Demand (COD), Total Suspended Solid (TSS), Total Phosphorus (TP), Total Nitrogen (TN), Ammoniacal Nitrogen (NH3N), Turbidity, pH, Electrical Conductivity (EC), Iron (Fe), Magnesium (Mg), Manganese (Mn), and heavy metals such as Lead (Pb) and Zinc (Zn) were analyzed using standard laboratory procedures. The experiments were conducted in two (dry and wet) seasons simultaneously. Results showed considerable reductions in all parameters and metals including Zn in CW1 compared with CW2 in the two seasons considered while Pb and Mn were not detected throughout the study. Zn concentration levels reduced significantly in both seasons just as removal efficiencies of 70.03% and 64.51% were recorded for CW1 while 35.17% and 33.45% were recorded for CW2 in both seasons. There were no significant differences in the removal efficiencies of Fe in both seasons as 99.55%, 59.09%, 88.89%, and 53.56% were recorded in CW1 and CW2 respectively. Azolla pinnata has proved effective in domestic wastewater phytoremediation studies.

  9. Bioinspired polydopamine particles-assisted construction of superhydrophobic surfaces for oil/water separation.

    Science.gov (United States)

    Shang, Bin; Wang, Yanbing; Peng, Bo; Deng, Ziwei

    2016-11-15

    Frequent oil spillages and industrial discharge of oils/organic solvents have induced severe environmental pollution and ecological damage, and a great cost in energy and finance has been consumed to solve the problems raised. Therefore, it is urgent to develop a surface hydrophobic modification that can be applied to materials with desired properties of high separation efficiency, excellent selectivity and stable performance in extreme conditions during the oil/water separation. Herein, with combined bioinspirations from mussel adhesive protein (polydopamine) and superhydrophobic lotus leaf (hierarchical structures), we develop a general way to superhydrophobically modify various commercial materials, aiming for the selective removal of oils/organic solvents from water. In this procedure, immersing commercial materials (e.g. melamine sponge, stainless steel mesh, nylon netting and cotton cloth) into water/ethanol/ammonia mixtures at a low concentration of dopamine (DA, 2mg/mL) allows a polydopamine (PDA) coating with a tunable roughness appearing on the substrate in one step. This is because DA can self-polymerize and form PDA particles with a catalyst of ammonia, attaching to any surfaces due to abundant catechol and amine groups in PDA, and ultimately, resulting in hierarchical structures. The subsequent decoration with 1H, 1H, 2H, 2H-perfluorodecanethiol features the surface superhydrophobic and superoleophilic. This approach is straightforward and economic, and carried out under a mild, environmental-benign circumstance, with nonspecific substrate demands. In addition, the as-prepared superhydrophobic materials exhibit excellent separation performances including high absorption/separation capacity, excellent selectivity, and extraordinary recyclability for collecting various oils/organic solvents from water. These superhydrophobic materials have also verified to be highly chemical resistant, environment stable and mechanically durable. Therefore, this

  10. Constructing multiscale gravitational energy spectra from molecular cloud surface density PDF - interplay between turbulence and gravity

    Science.gov (United States)

    Li, Guang-Xing; Burkert, Andreas

    2016-09-01

    Gravity is believed to be important on multiple physical scales in molecular clouds. However, quantitative constraints on gravity are still lacking. We derive an analytical formula which provides estimates on multiscale gravitational energy distribution using the observed surface density probability distribution function (PDF). Our analytical formalism also enables one to convert the observed column density PDF into an estimated volume density PDF, and to obtain average radial density profile ρ(r). For a region with N_col ˜ N^{-γ _N}, the gravitational energy spectra is E_p(k)˜ k^{-4(1 - 1/γ _N)}. We apply the formula to observations of molecular clouds, and find that a scaling index of -2 of the surface density PDF implies that ρ ˜ r-2 and Ep(k) ˜ k-2. The results are valid from the cloud scale (a few parsec) to around ˜ 0.1 pc. Because of the resemblance the scaling index of the gravitational energy spectrum and the that of the kinetic energy power spectrum of the Burgers turbulence (where E ˜ k-2), our result indicates that gravity can act effectively against turbulence over a multitude of physical scales. This is the critical scaling index which divides molecular clouds into two categories: clouds like Orion and Ophiuchus have shallower power laws, and the amount of gravitational energy is too large for turbulence to be effective inside the cloud. Because gravity dominates, we call this type of cloud g-type clouds. On the other hand, clouds like the California molecular cloud and the Pipe nebula have steeper power laws, and turbulence can overcome gravity if it can cascade effectively from the large scale. We call this type of cloud t-type clouds. The analytical formula can be used to determine if gravity is dominating cloud evolution when the column density PDF can be reliably determined.

  11. Influences of Deviation of Gravity and Cable Tension Force on Construction State of Cablestayed Concrete Bridges%自重和索力偏差对混凝土斜拉桥施工受力状态的影响

    Institute of Scientific and Technical Information of China (English)

    胡方健; 李国平

    2012-01-01

    The construction state of cable-stayed concrete bridges (CCB) built by segmental cantilever casting are influenced by many uncertain effects in construction. It is unsafe to evaluate the ultimate bearing capacities and service by the determinated methods oftered in the codes. In order to understand the states of CCB affected by uncertainty effects, a finite element model of CCB was researched by Latin hypercube sampling and the gravity and cable tension force (CTF) were taken as variables. The separate and combinationeffects of deviations of gravity and CTF on CCB were researched. The statistical distributions of normal stresses of CCB were obtained. The influences of different deviations of CTF on CCB were analyzed. The varieties of normal stress reliability of a section in relation to deviations of CTF were given. A conclusion is drawn" that deviations of gravity and CTF have great influences on construction state of CCB and their influencing locations are different. The deviation of CTF should be reduced in construction to decrease the variations of stresses. The indeterminate method needs to be adopted in design work, then the states which may appear in construcion can be known and the structural failure can be avoided.%采用分段浇筑施工的混凝土斜拉桥的施工状态受到诸多不确定性因素的影响,仅根据现有规范按照确定性方法来计算其承载力及使用性能是不安全的.为了研究混凝土斜拉桥在施工阶段不确定性因素影响下的受力状态,将混凝土自重和施工张拉索力作为变量,采用拉丁超方抽样法对一座混凝土斜拉桥进行了分析.分别研究了在上述两类变量单独和组合作用下桥梁的状态,统计了在给定分布的变量作用下的截面边缘应力的分布规律,分析了不同的索力张拉误差对桥梁应力状态的影响,最后给出了指定截面边缘正应力施工阶段可靠度随索力张拉误差的变化规律,

  12. Polymeric salt bridges for conducting electric current in microfluidic devices

    Science.gov (United States)

    Shepodd, Timothy J.; Tichenor, Mark S.; Artau, Alexander

    2009-11-17

    A "cast-in-place" monolithic microporous polymer salt bridge for conducting electrical current in microfluidic devices, and methods for manufacture thereof is disclosed. Polymeric salt bridges are formed in place in capillaries or microchannels. Formulations are prepared with monomer, suitable cross-linkers, solvent, and a thermal or radiation responsive initiator. The formulation is placed in a desired location and then suitable radiation such as UV light is used to polymerize the salt bridge within a desired structural location. Embodiments are provided wherein the polymeric salt bridges have sufficient porosity to allow ionic migration without bulk flow of solvents therethrough. The salt bridges form barriers that seal against fluid pressures in excess of 5000 pounds per square inch. The salt bridges can be formulated for carriage of suitable amperage at a desired voltage, and thus microfluidic devices using such salt bridges can be specifically constructed to meet selected analytical requirements.

  13. Considering changing temporal structures in the construction of scenario-neutral runoff response surfaces

    Science.gov (United States)

    Vormoor, Klaus; Rössler, Ole; Bürger, Gerd; Weingartner, Rolf; Bronstert, Axel

    2016-04-01

    Climate change impact studies are usually based on traditional top-down approaches in which post-processed climate model data serves as input into some kind of impact model. Parallel to these traditional approaches, scenario-neutral bottom-up approaches have been developed as an alternative methodology which assesses the intrinsic vulnerability of a system towards climate change. Such bottom-approaches perform a sensitivity analysis of an impact model towards systematically 'user-defined' changes in the climate system and summarize its response in a two-dimensional matrix: the response surface. The climate change signal is obtained by perturbing observed time series, which serve as inputs into the impact models. The impact model is then run with all possible combinations of perturbed input data series and the result of each combination (i.e. the impact) is plotted as one single realization (i.e. one pixel) of possible climate change impacts over the two dimensional domain. Although the complexity of existing perturbation methods varies, the temporal structure (i.e. the seasonal- and day-to-day-variability) of these time series often remains the same, which is critical, in particular for the simulations of extremes. In this study, we present standardized response surfaces (SRS) that are based on impact simulations using both perturbed climate observations and projections which are scaled to a common domain. We apply this approach within the field of hydrology and estimate different aspects of runoff response, covering mean runoff as well as extremes like low flows and floods in a Nordic catchment with a mixed snowmelt/rainfall regime. Climate observations and projections from eight GCM-RCM combinations, downscaled by two different methods, are used for the perturbation which results in 17 different SRS. A series of linear regression- and linear mixed-effects models is applied to quantify the different effects of perturbing the climate input data and of the varying

  14. A Study on Stability of Shallow Bridge Foundation During Tunnel Undercrossing Construction with Cusp Catastrophe Theory%隧道下穿施工影响下浅埋桥基稳定性的尖点突变评价方法研究

    Institute of Scientific and Technical Information of China (English)

    谢瑾荣; 周翠英; 程晔; 尤帆帆; 杜左雷

    2012-01-01

    新建隧道下穿既有桥梁基础,特别是浅埋桥基时会对其产生不利影响,将尖点突变理论引入隧道下穿施工影响下浅埋桥基的稳定性评价,根据浅埋桥基系统失稳特点确定尖点突变模型的控制变量和状态变量,由尖点突变势函数推导出桥基结构的行为曲面方程,建立描述隧道下穿施工影响下浅埋桥基失稳的数学模型;然后根据该模型将桥基稳定性状态分为稳定阶段、不稳定阶段和失稳破坏阶段,并将各阶段的划分界限严格量化,作为结构的失稳判据;最后将此方法应用于某工程实例,分析结果和工程监测结果的对比表明该方法具有良好的分辨能力与准确性,为开挖施工影响下的浅埋桥基稳定性评价提供了一条新的思路与方法.%New tunnel undercross construction would bring adversely affects to the existing bridge foundation, especially to shallow bridge foundation. The cusp catastrophe theory is led to the stability assessment of the shallow bridge foundation. First the control variable and the state variable are determined according to the instability characteristics of the shallow bridge foundation, and the mathematical model which reflects the instability process of the shallow bridge foundation is established; then the stability state of shallow bridge foundation is divided into stable phase, unstable phase and failure phase, and quantify the various phases as structure instability criterion. Last, the method is applied to an engineering project; the results indicate that this method has a good ability to distinguish and accuracy, and it provides a new thinking and method to stability assessment of shallow bridge foundation under excavation construction affecting.

  15. Construction of fair- faced concrete for open tunnel of the west artificial island of Hongkong- Zhuhai- Macao Bridge%港珠澳大桥西人工岛敞开段隧道清水混凝土施工

    Institute of Scientific and Technical Information of China (English)

    刘昊槟; 孟令月; 贾紫阳

    2016-01-01

    In order to improve the landscape effect at the entrance of HZMB tunnel, fair-faced concrete is used. Based on the conditions for fair-faced concrete construction at the entrance of HZMB tunnel and by way of determination of the construction scheme and working process and the optimization of the construction technology, the level of fair-faced concrete construction was improved steadily. With the use of high-efficiency and high quality formwork, high-frequency vibrators and high performance concrete, the apparent quality of the fair-faced concrete was significantly improved and such defects as grout leakage, bubbles and pitted surfaces were also avoided.%为提升港珠澳大桥隧道口部整体景观效果,敞开段隧道外露面均采用饰面清水混凝土施工工艺。结合敞开段隧道清水混凝土施工条件,通过确定方案、固定工序、优化工艺等过程,稳步提高清水混凝土施工水平。在施工过程中采用高效高品质模板系统、高频振捣棒及稳定性高的混凝土,有效提高了清水混凝土表观质量,同时避免了混凝土的漏浆、气泡、麻面等缺陷。

  16. CFD evaluation of erosion rate around a bridge near a sand dune

    Science.gov (United States)

    He, Wei; Huang, Ning; Dun, Hongchao; Wang, Wenbo

    2017-04-01

    This study performs a series of simulations through solving the Navier-Stokes equations and the RNG k-ε turbulence model to investigate the wind erosion rates around a bridge in a desert area with sand dunes. The digital elevation model of sand dunes and the bridge model are obtained respectively from hypsographic map and construction drawings. Through combining them into the CFD software of Fluent the simulation zone was formed. The data of wind speed obtained from field observation is fitted into a logarithm format, which was imported into Fluent model as a inlet wind speed condition. Then, the effect of Dun-Go railway on wind-blown sand movement of the neighbouring environment is simulated. The results exhibit that affected by both the sand dune and bridge, the flow field is in a complex condition. It is also shown that the bridge in upstream of the sand dune will not increase the sand transport rate intensively, but change both wind velocity gradient and turbulence kinetic energy over surface of sand dune. On the other hand, when the bridge is built downstream the sand dune, simulation results show that sand deposition rate would be decreased in reference region downstream the pier.

  17. Parabolic metamaterials and Dirac bridges

    Science.gov (United States)

    Colquitt, D. J.; Movchan, N. V.; Movchan, A. B.

    2016-10-01

    A new class of multi-scale structures, referred to as `parabolic metamaterials' is introduced and studied in this paper. For an elastic two-dimensional triangular lattice, we identify dynamic regimes, which corresponds to so-called `Dirac Bridges' on the dispersion surfaces. Such regimes lead to a highly localised and focussed unidirectional beam when the lattice is excited. We also show that the flexural rigidities of elastic ligaments are essential in establishing the `parabolic metamaterial' regimes.

  18. Adsorption of CO molecules on Rh low index and (331) stepped surfaces

    Institute of Scientific and Technical Information of China (English)

    WANG Zexin; PANG Xuehui; WANG Rui

    2004-01-01

    The 5-parameter Morse potential (for short 5-MP) of the interaction between C, O atom and Rh surface and the extended LEPS potential have been constructed, and the adsorption and diffusion of CO molecules on Rh low index surfaces and open rough Rh(331) stepped surface are investigated. This work puts forward the concept of vibration dactylogram property for molecular adsorption states. The calculation results and the analysis of vibration dactylogram show that there exists the commonness in the adsorption on Rh low index surfaces and Rh(331) stepped surface : with the increasing coverage, the top, bridge sites are adsorbed in perpendicularly in sequence, and the top sites are the steady adsorption sites and the bridge sites are the next. On (100) surface, CO molecules obtain the eigenvibration of 2009, 1946 cm-1 on the top and bridge sites respectively and the difference between the binding energy of above two sites is 0.09 eV; on (110) surface, CO molecules obtain the eigenvibration of 2019, 1961 cm-1 respectively; on (111) surface, CO molecules on the top、bridge and hollow sites produce the eigenvibration of 2000, 1912, 1894 cm-1 respectively, the binding energies of the three sites decrease in turn and the discrepancy between the top and bridge sites is 0.03 eV; on (331) surface, top and bridge sites between two equivalent top sites are adsorbed in, and then obtain the eigenvibration of 2018, 1987 cm-1; 1969, 1927 cm-1 respectively.

  19. The CRUTEM4 land-surface air temperature data set: construction, previous versions and dissemination via Google Earth

    Science.gov (United States)

    Osborn, T. J.; Jones, P. D.

    2014-02-01

    The CRUTEM4 (Climatic Research Unit Temperature, version 4) land-surface air temperature data set is one of the most widely used records of the climate system. Here we provide an important additional dissemination route for this data set: online access to monthly, seasonal and annual data values and time series graphs via Google Earth. This is achieved via an interface written in Keyhole Markup Language (KML) and also provides access to the underlying weather station data used to construct the CRUTEM4 data set. A mathematical description of the construction of the CRUTEM4 data set (and its predecessor versions) is also provided, together with an archive of some previous versions and a recommendation for identifying the precise version of the data set used in a particular study. The CRUTEM4 data set used here is available from doi:10.5285/EECBA94F-62F9-4B7C-88D3-482F2C93C468.

  20. The contribution of anammox and denitrification to sediment N2 production in a surface flow constructed wetland.

    Science.gov (United States)

    Erler, Dirk V; Eyre, Bradley D; Davison, Leigh

    2008-12-15

    This study used anaerobic slurry assays and intact core incubations to quantify potential rates of anammox (anaerobic ammonia oxidation) in sediments along the flow path of a surface flow constructed wetland receiving secondary treated sewage effluent. Anammox occurred at two of the four sites assayed with a maximum rate of 199.4 +/- 18.7 micromol N x m(-2) x hr(-1) (24% of total N2 production) at the discharge end of the wetland. Denitrification was the major producer of N2, with a maximum rate of 965.3 +/- 122.8 micromol N x m(-2) x hr(-1) at site 2. Oxygen was probably the key regulator of anammox activity within the studied CW. In addition to anammox, we found evidence that nitrifier-denitrification was potentially responsible for the production of N2O. Total production of N2O was 15.1% of the total gaseous N produced. Limitations to the methodology for quantifying anammox in CW's are outlined. This study demonstrated that denitrification is not the only pathway for gaseous production in constructed wetlands and that wetlands may be significant sources of greenhouse gases such as N2O.

  1. Design, construction and management of tailings storage facilities for surface disposal in China: case studies of failures.

    Science.gov (United States)

    Wei, Zuoan; Yin, Guangzhi; Wang, J G; Wan, Ling; Li, Guangzhi

    2013-01-01

    Rapid development of China's economy demands for more mineral resources. At the same time, a vast quantity of mine tailings, as the waste byproduct of mining and mineral processing, is being produced in huge proportions. Tailings impoundments play an important role in the practical surface disposal of these large quantities of mining waste. Historically, tailings were relatively small in quantity and had no commercial value, thus little attention was paid to their disposal. The tailings were preferably discharged near the mines and few tailings storage facilities were constructed in mainland China. This situation has significantly changed since 2000, because the Chinese economy is growing rapidly and Chinese regulations and legislation require that tailings disposal systems must be ready before the mining operation begins. Consequently, data up to 2008 shows that more than 12 000 tailings storage facilities have been built in China. This paper reviews the history of tailings disposal in China, discusses three cases of tailings dam failures and explores failure mechanisms, and the procedures commonly used in China for planning, design, construction and management of tailings impoundments. This paper also discusses the current situation, shortcomings and key weaknesses, as well as future development trends for tailings storage facilities in China.

  2. Comparison of nutrient cycling in a surface-flow constructed wetland and in a facultative pond treating secondary effluent.

    Science.gov (United States)

    Sajn Slak, A; Bulc, T G; Vrhovsek, D

    2005-01-01

    There is a growing interest in the possibilities offered by combinations of waste stabilisation ponds (WSP) and constructed wetlands (CW). The purpose of our study was to compare treatment performances and nutrient cycling in a surface-flow wetland (SFW) and in a WSP treating secondary effluent. In the period between 2000 and 2003, a pilot SFW and a pilot WSP were constructed at the outlet of the wastewater treatment plant and their performance monitored while both were active under the same conditions. The SFW was planted with Phragmites australis and Eichhornia crassipes, while in the WSP development of algae was spontaneous. Performance efficiency was monitored by means of evaluation of physical and chemical parameters in water, by measurement of plant productivity and by analysis of N and P contents in biomass. The SFW with macrophytes proved more efficient in decreasing the suspended solids (64.6%), settleable solids (91.8%), organic N (59.3%), total N (38%), COD (67.2%) and BOD5 (72.1%) than the WSP. The WSP with algae was more efficient in treatment of ammonia nitrogen (48.9%) and ortho-phosphate (43.9%). The results of this study provide data that are of help in optimising combinations of SFW and WSP.

  3. Environmental impact of highway construction and repair materials on surface and ground waters. Case study: crumb rubber asphalt concrete.

    Science.gov (United States)

    Azizian, Mohammad F; Nelson, Peter O; Thayumanavan, Pugazhendhi; Williamson, Kenneth J

    2003-01-01

    The practice of incorporating certain waste products into highway construction and repair materials (CRMs) has become more popular. These practices have prompted the National Academy of Science, National Cooperative Highway Research Program (NCHRP) to research the possible impacts of these CRMs on the quality of surface and ground waters. State department of transportations (DOTs) are currently experimenting with use of ground tire rubber ( crumb rubber) in bituminous construction and as a crack sealer. Crumb rubber asphalt concrete (CR-AC) leachates contain a mixture of organic and metallic contaminants. Benzothiazole and 2(3H)-benzothiazolone (organic compounds used in tire rubber manufacturing) and the metals mercury and aluminum were leached in potentially harmful concentrations (exceeding toxic concentrations for aquatic toxicity tests). CR-AC leachate exhibited moderate to high toxicity for algae ( Selenastrum capriconutum) and moderate toxicity for water fleas ( Daphnia magna). Benzothiazole was readily removed from CR-AC leachate by the environmental processes of soil sorption, volatilization, and biodegradation. Metals, which do not volatilize or photochemically or biologically degrade, were removed from the leachate by soil sorption. Contaminants from CR-AC leachates are thus degraded or retarded in their transport through nearby soils and ground waters.

  4. Field Tests and Simulation of Lion-Head River Bridge

    Directory of Open Access Journals (Sweden)

    Yao-Min Fang

    2007-01-01

    Full Text Available Lion-Head River Bridge is a twin bridge in parallel position. The east-bounded was designed and constructed as a traditional prestress concrete box girder bridge with pot bearings; and the west-bounded was installed with seismic isolation devices of lead rubber bearings. The behavior of the isolated bridge is compared with that of the traditional bridge through several field tests including the ambient vibration test, the force vibration test induced by shakers, the free vibration test induced by a push and fast release system, and the truck test. The bridges suffered from various extents of damage due to the Chi-Chi and the Chi-I earthquakes of great strength during the construction and had been retrofitted. The damage was reflected by the change of the bridges' natural frequencies obtained from the ambient vibration tests. The models of the two bridges are simulated by the finite element method based on the original design drawings. Soil-structure interaction was also scrutinized in this study. The simulation was then modified based on the results from the field tests. Dynamic parameters of bridges are identified and compared with those from theoretical simulation. The efficiency is also verified to be better for an isolated bridge.

  5. Monitoring system of arch bridge for safety network management

    Science.gov (United States)

    Joo, Bong Chul; Yoo, Young Jun; Lee, Chin Hyung; Park, Ki Tae; Hwang, Yoon Koog

    2010-03-01

    Korea has constructed the safety management network monitoring test systems for the civil infrastructure since 2006 which includes airport structure, irrigation structure, railroad structure, road structure, and underground structure. Bridges among the road structure include the various superstructure types which are Steel box girder bridge, suspension bridge, PSC-box-girder bridge, and arch bridge. This paper shows the process of constructing the real-time monitoring system for the arch bridge and the measured result by the system. The arch type among various superstructure types has not only the structural efficiency but the visual beauty, because the arch type superstructure makes full use of the feature of curve. The main measuring points of arch bridges composited by curved members make a difference to compare with the system of girder bridges composited by straight members. This paper also shows the method to construct the monitoring system that considers the characteristic of the arch bridge. The system now includes strain gauges and thermometers, and it will include various sensor types such as CCTV, accelerometers and so on additionally. For the long term and accuracy monitoring, the latest optical sensors and equipments are applied to the system.

  6. Experimental Validation of a Numerical Model for Three-Dimensional High-Speed Railway Bridge Analysis by Comparison with a Small-Scale Model

    DEFF Research Database (Denmark)

    Sneideris, J.; Bucinskas, P.; Agapii, L.;

    2015-01-01

    The aim of this paper is to perform dynamic analysis of a multi-span railway bridge interacting with the underlying soil. A small-scale model of a bridge structure is constructed for experimental testing and the results are compared with a computational model. The computational model in this paper...... is based on finite-element analysis for the bridge structure and a semi-analytical solution for the subsoil. The bridge deck and columns are modelled using three-dimensional beam elements. The foundations are implemented as rigid footings placed on the ground surface. The vehicle is modelled as a two...... a passing train. Mattress foam is used to substitute for the subsoil. The model is equipped with a number of accelerometers, strategically placed in certain positions to analyse the dynamic structural response. Finally, the results obtained from experimental tests are used to calibrate and validate...

  7. Wind Tunnel Testing of Active Control System for Bridges

    DEFF Research Database (Denmark)

    Hansen, Henriette I.; Thoft-Christensen, Palle

    This paper describes preparation of wind tunnel testing of the principle of using flaps to control the motion of suspension bridges. The experiment will take place at the Instituto Superior Technico Lisbon, Portugal. The bridge section model is constructed of foam with an aluminium frame. The flaps...

  8. Measurements of vertical displacements Apollo bridge in Bratislava

    Directory of Open Access Journals (Sweden)

    Vlastimil Staněk

    2009-11-01

    Full Text Available Apollo bridge across the Danube river in Bratislava - description of construction parts. Reference network and long-termmeasurements of displacements. Measurements of vertical displacements of bridge pillars using levelling instruments DiNi 12and Ni 007 and stability testing of the reference points.

  9. 西安市引湑济黑调水工程黑老路桥梁工程冬季施工保温措施研究%Heat Preservation Measures in Winter Construction for Heflaolu Bridge Engineering of Xushuihe-to-Heihe Water Transfer Project in Xi'an City

    Institute of Scientific and Technical Information of China (English)

    杨水叶

    2012-01-01

    引湑济黑桥梁工程冬季施工保温是确保施工质量的关键工作。分析了中小型桥梁工程冬季施工的保温措施,提出了针对工程具体结构特点,以提高入仓温度、蓄热保温为主,掺加防冻剂为辅,多种措施并用的防冻保温措施,对同类工程的施工具有参考意义。%The heat preservation in winter construction of the bridge engineering in Xushuihe-to-Heihe Water Transfer Project is the key to ensure the construction quality. Here, the heat preservation measures of small and medium bridge engineerings in winter construction are analyzed. At the same time, the comprehensive measures for frost protection and heat preservation, with the improvement of concrete pouring temperature and thermal insulation as the main measure and with the mixing of antifreeze as the auxiliary measure, are put forward according to the engineering structure characteris- tics, which would have reference value for the construction of similar projects.

  10. Examining the Impact of Question Surface Features on Students’ Answers to Constructed-Response Questions on Photosynthesis

    Science.gov (United States)

    Weston, Michele; Haudek, Kevin C.; Prevost, Luanna; Urban-Lurain, Mark; Merrill, John

    2015-01-01

    One challenge in science education assessment is that students often focus on surface features of questions rather than the underlying scientific principles. We investigated how student written responses to constructed-response questions about photosynthesis vary based on two surface features of the question: the species of plant and the order of two question prompts. We asked four versions of the question with different combinations of the two plant species and order of prompts in an introductory cell biology course. We found that there was not a significant difference in the content of student responses to versions of the question stem with different species or order of prompts, using both computerized lexical analysis and expert scoring. We conducted 20 face-to-face interviews with students to further probe the effects of question wording on student responses. During the interviews, we found that students thought that the plant species was neither relevant nor confusing when answering the question. Students identified the prompts as both relevant and confusing. However, this confusion was not specific to a single version. PMID:25999312

  11. Bridge Crossing Simulator

    Science.gov (United States)

    2014-10-07

    Requirement BCS Computer-controlled hydraulic actuation system to impart simulated crossing loads on an entire bridge structure undergoing fatigue test ...structure. Bridge test site with prepared embankments corresponding to the span and bank condition requirements of the bridge under test Conduct real...Center (AEC). (5) Sample size and number of crossings required. The number of required simulated crossings to conduct fatigue testing per the

  12. Semiconductor bridge (SCB) detonator

    Science.gov (United States)

    Bickes, Jr., Robert W.; Grubelich, Mark C.

    1999-01-01

    The present invention is a low-energy detonator for high-density secondary-explosive materials initiated by a semiconductor bridge igniter that comprises a pair of electrically conductive lands connected by a semiconductor bridge. The semiconductor bridge is in operational or direct contact with the explosive material, whereby current flowing through the semiconductor bridge causes initiation of the explosive material. Header wires connected to the electrically-conductive lands and electrical feed-throughs of the header posts of explosive devices, are substantially coaxial to the direction of current flow through the SCB, i.e., substantially coaxial to the SCB length.

  13. Bridging the Gap

    OpenAIRE

    Kramer Overgaard, Majken; Broeng, Jes; Jensen, Monika Luniewska; Murdock, Karen; Schmidt, Iben Julie

    2015-01-01

    Bridging the Gap (BtG) is a 2-year project funded by The Danish Industry Foundation. The goal of Bridging the Gap has been to create a new innovation model which will increase the rate at which Danish universities can spinout new technology ventures. Bridging the Gap (BtG) is a 2-year project funded by The Danish Industry Foundation. The goal of Bridging the Gap has been to create a new innovation model which will increase the rate at which Danish universities can spinout new technology ve...

  14. Bridging the Gap

    DEFF Research Database (Denmark)

    Kramer Overgaard, Majken; Broeng, Jes; Jensen, Monika Luniewska;

    Bridging the Gap (BtG) is a 2-year project funded by The Danish Industry Foundation. The goal of Bridging the Gap has been to create a new innovation model which will increase the rate at which Danish universities can spinout new technology ventures.......Bridging the Gap (BtG) is a 2-year project funded by The Danish Industry Foundation. The goal of Bridging the Gap has been to create a new innovation model which will increase the rate at which Danish universities can spinout new technology ventures....

  15. LPN/ADN Bridge Course. Instructor's Guide.

    Science.gov (United States)

    Barrett, Jan; And Others

    This curriculum guide has been constructed in order to bridge the skills gap between licensed practical nursing (LPN) programs and associate degree nursing (ADN) programs in Missouri. The curriculum was developed through a cooperative effort by persons from both sectors. The curriculum contains four major units, each consisting of several lessons,…

  16. Direct design of freeform surfaces and freeform imaging systems with a point-by-point three-dimensional construction-iteration method.

    Science.gov (United States)

    Yang, Tong; Zhu, Jun; Wu, Xiaofei; Jin, Guofan

    2015-04-20

    In this paper, we proposed a general direct design method for three-dimensional freeform surfaces and freeform imaging systems based on a construction-iteration process. In the preliminary surfaces-construction process, the coordinates as well as the surface normals of the data points on the multiple freeform surfaces can be calculated directly considering the rays of multiple fields and different pupil coordinates. Then, an iterative process is employed to significantly improve the image quality or achieve a better mapping relationship of the light rays. Three iteration types which are normal iteration, negative feedback and successive approximation are given. The proposed construction-iteration method is applied in the design of an easy aligned, low F-number off-axis three-mirror system. The primary and tertiary mirrors can be fabricated on a single substrate and form a single element in the final system. The secondary mirror is simply a plane mirror. With this configuration, the alignment difficulty of a freeform system can be greatly reduced. After the preliminary surfaces-construction stage, the freeform surfaces in the optical system can be generated directly from an initial planar system. Then, with the iterative process, the average RMS spot diameter decreased by 75.4% compared with the system before iterations, and the maximum absolute distortion decreased by 94.2%. After further optimization with optical design software, good image quality which is closed to diffraction-limited is achieved.

  17. Cochleates bridged by drug molecules.

    Science.gov (United States)

    Syed, Uwais M; Woo, Amy F; Plakogiannis, Fotios; Jin, Tuo; Zhu, Hua

    2008-11-03

    A new type of cochleate, able to microencapsulate water-soluble cationic drugs or peptides into its inter-lipid bi-layer space, was formed through interaction between negatively charged lipids and drugs or peptides acting as the inter-bi-layer bridges instead of multi-cationic metal ions. This new type of cochleate opened up to form large liposomes when treated with EDTA, suggesting that cationic organic molecules can be extracted from these cochleates in a way similar to multivalent metal ions from metal ion-bridged cochleates. Cochleates can be produced in sub-micron size using a method known as "hydrogel isolated cochleation" or simply by increasing the ratio of multivalent cationic peptides over negatively charged liposomes. When nanometer-sized cochleates and liposomes containing the same fluorescent labeled lipid component were incubated with human fibroblasts cells under identical conditions, cells exposed to cochleates showed bright fluorescent cell surfaces, whereas those incubated with liposomes did not. This result suggests that cochleates' edges made them fuse with the cell surfaces as compared to edge free liposomes. This mechanism of cochleates' fusion with cell membrane was supported by a bactericidal activity assay using tobramycin cochleates, which act by inhibiting intracellular ribosomes. Tobramycin bridged cochleates in nanometer size showed improved antibacterial activity than the drug's solution.

  18. 基于神经网络的连续刚构桥施工线形控制参数预测研究%Study on the problem of continuous rigid frame bridge construction geometry control parameter prediction based on neural network theory

    Institute of Scientific and Technical Information of China (English)

    杨雷; 张永水; 郑凯锋

    2011-01-01

    Combining the engineering practice of Baiguodu Jialing river bridge construction geometry control,this paper attempts to make a study of parameter prediction in construction geometry control of a continuous rigid frame bridge by BP neural network method. The establishment of neural network system model, the calculation of training swatch, the training of neural network and the simulation of network ,studied by neural networks for the cross-sectional size of the girder,distance and elevation of the main parameters. The specific method for continuous rigid frame bridge construction geometry control by neural network simulating calculation is to first calculate the elevation under current construction state and then estimate the elevation of the next section. Through such repetitive cycles, each section is estimated and adjusted one by one to successfully guide the construction of continuous rigid frame bridge. The results obtained from the training and simulation of the neural network, indicate that the data processing with the method is easy for operation and has satisfactory accuracy for parameter prediction.%结合白果渡嘉陵江大桥施工线形控制的具体实践,采用BP神经网络进行连续刚构桥施工线形控制中的参数识别及预测工作.基于影响桥梁线形主要参数的截面尺寸、距离及标高建立神经网络系统,并对其进行计算训练样本、训练神经网络和网络仿真分析.运用神经网络仿真分析进行连续刚构桥施工线形的具体方法是,先计算当前施工状态的标高,再预测下一节段的标高.经过往复循环,逐一进行节段预测调整,从而指导连续刚构桥顺利施工.网络学习及仿真预测结果表明:该法对数据的处理及预测,在操作简单的基础上,分析结果具有较高的精度.该结论可推广到采用悬臂法施工的连续梁桥、拱桥、斜拉桥等桥型的施工线形控制工作及研究.

  19. Degradation of surface-active compounds in a constructed wetland determined using high performance liquid chromatography and extraction spectrophotometry.

    Science.gov (United States)

    Šíma, Jan; Pazderník, Marek; Tříska, Jan; Svoboda, Lubomír

    2013-01-01

    Degradation of anionic and nonionic surfactants in a constructed wetland with horizontal subsurface flow was studied using high performance liquid chromatography and extraction spectrophotometry. The ratio of individual homologues of linear alkylbenzene sulfonates (LAS) and the efficiency of their removal were studied. Tridecyl-, dodecyl-, undecyl-, and decylbenzene sulfonates were removed with efficiencies of 92.9%, 84.3%, 64.7%, and 41.1%, respectively. These differences are due to sequential shortening of the alkyl chain in homologues during degradation (the higher homologue can provide the lower one). The formation of sulfophenyl carboxylic acids during ω-oxidation of the alkyl chain followed by successive α- and/or β-oxidation is also a possible mechanism for removal of LAS. Solid phase extraction using Chromabond® HR-P columns was used for preconcentration of the analytes prior to their determination by HPLC. Methylene blue active compounds were determined using extraction spectrophotometry. The average efficiency of their removal was 84.9% in this case. The efficiency of nonionic surfactant removal (98.2%) was significantly higher in comparison to that for anionic surfactants. The concentration of the endocrine disruptor nonylphenol (a product of nonylphenol polyethoxylate surfactant degradation) determined in the profile of the wetland was beneath the limit of detection (0.4 μg/L). The average outflow concentrations of anionic and nonionic surfactants determined by spectrophotometry were 0.54 and 0.021 mg/L, respectively. The average outflow concentrations of decyl- and tridecylbenzene sulfonates determined by HPLC were 0.195 and 0.015 mg/L. Efficiencies of 86.4% and 92.2% were obtained for removal of organic compounds as indicated by chemical and biochemical oxygen demand (COD(Cr) and BOD(5)). These results demonstrate the suitability of the constructed wetland for degrading surface-active compounds.

  20. Design of Earthquake Resistant Bridges Using Rocking Columns

    OpenAIRE

    Barthes, Clement Benjamin

    2012-01-01

    The California Department of Transportation (CalTrans) is urging researchers and contractors to develop the next generation highway bridge design. New design solutions should favor the use of modular construction techniques over conventional cast-in-place reinforced concrete in order to reduce the cost of the projects and the amount of constructions on site. Earthquake resistant bridges are designed such that the columns are monolithically connected to the girder and the foundations. Hence, d...

  1. I-5/Gilman advanced technology bridge project

    Science.gov (United States)

    Lanza di Scalea, Francesco; Karbhari, Vistasp M.; Seible, Frieder

    2000-04-01

    The UCSD led I-5/Gilman Advanced Technology Bridge Project will design and construct a fully functional traffic bridge of advanced composite materials across Interstate 5 in La Jolla, California. Its objective is to demonstrate the use of advanced composite technologies developed by the aerospace industry in commercial applications to increase the life expectancy of new structures and for the rehabilitation of aging infrastructure components. The structure will be a 450 ft long, 60 ft wide cable-stayed bridge supported by a 150 ft A-frame pylon with two vehicular lanes, two bicycle lanes, pedestrian walkways and utility tunnels. The longitudinal girders and pylon will be carbon fiber shells filled with concrete. The transverse deck system will consist of hollow glass/carbon hybrid tubes and a polypropylene fiber reinforced concrete deck with an arch action. Selected cables will be composite. The bridge's structural behavior will be monitored to determine how advanced composite materials perform in civil infrastructure applications. The bridge will be instrumented to obtain performance and structural health data in real time and, where possible, in a remote fashion. The sensors applied to the bridge will include electrical resistance strain gages, fiberoptic Bragg gratings and accelerometers.

  2. Sustainable Bridge Infrastructure Procurement

    DEFF Research Database (Denmark)

    Safi, Mohammed; Du, Guangli; Simonsson, Peter

    2016-01-01

    The lack of a flexible but systematic approach for integrating lifecycle aspects into bridge investment decisions is a major obstacle hindering the procurement of sustainable bridge infrastructures. This paper addresses this obstacle by introducing a holistic approach that agencies could use...

  3. Principles of Bridge Reliability

    DEFF Research Database (Denmark)

    Thoft-Christensen, Palle; Nowak, Andrzej S.

    The paper gives a brief introduction to the basic principles of structural reliability theory and its application to bridge engineering. Fundamental concepts like failure probability and reliability index are introduced. Ultimate as well as serviceability limit states for bridges are formulated...

  4. Bridge the Gap

    DEFF Research Database (Denmark)

    Marselis, Randi Lorenz

    2017-01-01

    This article focuses on photo projects organised for teenage refugees by the Society for Humanistic Photography (Berlin, Germany). These projects, named Bridge the Gap I (2015), and Bridge the Gap II (2016), were carried out in Berlin and brought together teenagers with refugee and German...

  5. 南京长江四桥北锚碇工程锚体及锚固系统施工技术%Construction Technology of Anchor and Anchor System for North Anchorage Engineering of the Fourth Nanjing Yangtze River Bridge

    Institute of Scientific and Technical Information of China (English)

    葛文璇; 徐贵娥; 陈静

    2012-01-01

    悬索桥的锚碇是一个十分重要的部位,以南京长江四桥北锚碇工程为背景,介绍了锚体及锚固系统的施工工艺.南京长江四桥锚碇锚固系统采用钢筋混凝土榫锚固系统,以提高结构的可靠性和耐久性.从锚体的分层分块、模板施工和混凝土浇筑工艺方面介绍了锚体施工工艺,并从锚固钢板的加工、起吊、安装、精确定位等方面介绍了锚固系统的施工工艺.%The anchorage caisson is a very important part of suspension bridge. The authors introduce the construction technology of anchor and anchor system of north anchorage of the Fourth Nanjing Yangtze River Bridge. The mortise-tenon anchor system of reinforced concrete is adopted in the anchor system of north anchorage of the Fourth Nanjing Yangtze River Bridge in order to improve its reliability and durability. The authors introduce the construction technology of anchor from anchor of hierarchical blocks, formwork and concrete pouring technique. From the anchor plate processing, hoisting, installation and precise positioning, the author introduce the construction technology of anchor system.

  6. COD, nutrient removal and disinfection efficiency of a combined subsurface and surface flow constructed wetland: A case study.

    Science.gov (United States)

    Sartori, Laura; Canobbio, Sergio; Fornaroli, Riccardo; Cabrini, Riccardo; Marazzi, Francesca; Mezzanotte, Valeria

    2016-01-01

    A constructed wetland system composed of a subsurface flow wetland, a surface flow wetland and a facultative pond was studied from July 2008 until May 2012. It was created to treat the domestic sewage produced by a hamlet of 150 inhabitants. Monthly physicochemical and microbiological analyses were carried out in order to evaluate the removal efficiency of each stage of the process and of the total treatment system. Pair-wise Student's t-tests showed that the mean removal of each considered parameter was significantly different (α = 0.05) between the various treatment phases. Two-way ANOVA and Tukey's HSD tests were used to find significant differences between wetland types and seasons in the removal efficiency of the considered water quality parameters. Significant differences in percent removal efficiency between the treatment phases were observed for total phosphorus, total nitrogen, ammonia nitrogen and organic load (expressed as Chemical Oxygen Demand). In general, the wastewater treatment was carried by the sub-superficial flow phase mainly, both in growing season and in quiescence season. Escherichia coli removal ranged from 98% in quiescence season to >99% in growing season (approximately 2-3 orders of magnitude). The inactivation of fecal bacteria was not influenced by the season, but only by the treatment phase.

  7. Ab initio constructed diabatic surfaces of NO{sub 2} and the photodetachment spectra of its anion

    Energy Technology Data Exchange (ETDEWEB)

    Mukherjee, Saikat; Mukherjee, Bijit; Sardar, Subhankar; Adhikari, Satrajit, E-mail: pcsa@iacs.res.in [Department of Physical Chemistry, Indian Association for the Cultivation of Science, Jadavpur, Kolkata 700 032 (India)

    2015-12-28

    A thorough investigation has been performed for electronic structure, topological effect, and nuclear dynamics of NO{sub 2} molecule, where the adiabatic potential energy surfaces (PESs), conical intersections between the ground (X{sup 2}A{sub 1}) and the first excited state (A{sup 2}B{sub 2}), and the corresponding non-adiabatic coupling terms between those states are recalculated [Chem. Phys. 416, 11 (2013)] to achieve enough accuracy in dynamics. We employ beyond Born-Oppenheimer theory for these two state sub-Hilbert space to carry out adiabatic to diabatic transformation (ADT) to obtain the ADT angles and thereby, to construct single-valued, smooth, and continuous diabatic PESs. The analytic expressions for the adiabatic PESs and ADT angles are provided to represent a two-state three-mode diabatic Hamiltonian of NO{sub 2} for performing nuclear dynamics to calculate the photo-electron spectra of its anion. It appears that not only Jahn-Teller type coupling but also Renner-Teller interaction contributes significantly on the overall spectrum. The coupling between the electronic states (X{sup 2}A{sub 1} and A{sup 2}B{sub 2}) of NO{sub 2} is essentially through the asymmetric stretching mode, where the functional form of such interaction is distinctly symmetric and non-linear.

  8. Enhanced nutrient removal and mechanisms study in benthic fauna added surface-flow constructed wetlands: The role of Tubifex tubifex.

    Science.gov (United States)

    Kang, Yan; Zhang, Jian; Xie, Huijun; Guo, Zizhang; Ngo, Huu Hao; Guo, Wenshan; Liang, Shuang

    2017-01-01

    This study designed a combined benthic fauna-T. orientalis-substrate-microbes surface-flow constructed wetlands (SFCWs) through the addition of T. tubifex. Results showed that, the removal efficiencies of nitrogen and phosphorus in the tested SFCWs achieved 81.14±4.16% and 70.49±7.60%, which were 22.27% and 27.35% higher than that without T. tubifex. Lower nitrate (2.11±0.79mg/L) and ammonium (0.75±0.64mg/L) were also observed in the tested SFCWs, which were 3.46mg/L and 0.52mg/L lower than that without T. tubifex. Microbial study confirmed the increased denitrifiers with T. tubifex. The lower nitrogen in effluent was also attributed to higher contents of nitrogen storage in sediment and T. orientalis due to the bioturbation of T. tubifex. Furthermore, with T. tubifex, higher proportions of particulate (22.66±3.96%) and colloidal phosphorus (20.57±3.39%) observed promoted phosphorus settlement and further absorption by T. orientalis. The outcomes of this study provides an ecological and economical strategy for improving the performance of SFCWs. Copyright © 2016 Elsevier Ltd. All rights reserved.

  9. Planar Hall effect bridge magnetic field sensors

    Science.gov (United States)

    Henriksen, A. D.; Dalslet, B. T.; Skieller, D. H.; Lee, K. H.; Okkels, F.; Hansen, M. F.

    2010-07-01

    Until now, the planar Hall effect has been studied in samples with cross-shaped Hall geometry. We demonstrate theoretically and experimentally that the planar Hall effect can be observed for an exchange-biased ferromagnetic material in a Wheatstone bridge topology and that the sensor signal can be significantly enhanced by a geometric factor. For the samples in the present study, we demonstrate an enhancement of the sensor output by a factor of about 100 compared to cross-shaped sensors. The presented construction opens a new design and application area of the planar Hall effect, which we term planar Hall effect bridge sensors.

  10. A Bridge Deflection Monitoring with GPS

    Science.gov (United States)

    Figurski, M.; Gałuszkiewicz, M.; Wrona, M.

    2007-01-01

    This paper introduces results of investigation carried on by The Applied Geomatics Section in Military University of Technology. Research includes possibilities of monitoring dynamic behavior of a bridge using high rate GPS data. Whole event was executed with collaboration of The Road and Bridge Management and The Warsaw Geodesy Company. Interdisciplinary approach with this project allows authors to get reliable information about investigating constructions and their respond for true traffic loading detected by GPS receivers. Way of compute data and used software (TRACK) are also shown in this paper.

  11. Fiber reinforced polymer composites for bridge structures

    Directory of Open Access Journals (Sweden)

    Alexandra CANTORIU

    2013-12-01

    Full Text Available Rapid advances in construction materials technology have led to the emergence of new materials with special properties, aiming at safety, economy and functionality of bridges structures. A class of structural materials which was originally developed many years ago, but recently caught the attention of engineers involved in the construction of bridges is fiber reinforced polymer composites. This paper provides an overview of fiber reinforced polymer composites used in bridge structures including types, properties, applications and future trends. The results of this study have revealed that this class of materials presents outstanding properties such as high specific strength, high fatigue and environmental resistance, lightweight, stiffness, magnetic transparency, highly cost-effective, and quick assembly, but in the same time high initial costs, lack of data on long-term field performance, low fire resistance. Fiber reinforced polymer composites were widely used in construction of different bridge structures such as: deck and tower, I-beams, tendons, cable stands and proved to be materials for future in this field.

  12. Investigation of Aerodynamic Interference of Double Deck Bridges

    Energy Technology Data Exchange (ETDEWEB)

    Sitek, M. A. [Argonne National Lab. (ANL), Argonne, IL (United States). Energy Systems Division. Transportation Research and Analysis Computing Center (TRACC); Bojanowski, C. [Argonne National Lab. (ANL), Argonne, IL (United States). Energy Systems Division. Transportation Research and Analysis Computing Center (TRACC); Lottes, S. A. [Argonne National Lab. (ANL), Argonne, IL (United States). Energy Systems Division. Transportation Research and Analysis Computing Center (TRACC)

    2016-05-01

    Construction of a twin bridge can be a cost effective and minimally disruptive way to increase capacity when an existing bridge is not near the end of its service life. With ever growing vehicular traffic, when demand approaches the capacity of many existing roads and bridges. Remodeling a structure with an insufficient number of lanes can be a good solution in case of smaller and less busy bridges. Closing down or reducing traffic on crossings of greater importance for the construction period, however, can result in major delays and revenue loss for commerce and transportation as well as increasing the traffic load on alternate route bridges. Multiple-deck bridges may be the answer to this issue. A parallel deck can be built next to the existing one, without reducing the flow. Additionally, a new bridge can be designed as a twin or multi-deck structure. Several such structures have been built throughout the United States, among them: - The New NY Bridge Project - the Tappan Zee Hudson River Crossing, - SR-182 Columbia River Bridge, - The Thaddeus Kosciusko Bridge (I-87), - The Allegheny River Bridge, Pennsylvania, which carries I76, - Fred Hartman Bridge, TX, see Figure 1.2. With a growing number of double deck bridges, additional, more detailed, studies on the interaction of such bridge pairs in windy conditions appears appropriate. Aerodynamic interference effects should be examined to assure the aerodynamic stability of both bridges. There are many studies on aerodynamic response of single deck bridges, but the literature on double-deck structures is not extensive. The experimental results from wind tunnels are still limited in number, as a parametric study is required, they can be very time consuming. Literature review shows that some investigation of the effects of gap-width and angle of wind incidence has been done. Most of the CFD computational studies that have been done were limited to 2D simulations. Therefore, it is desirable to investigate twin decks

  13. The interaction between the atmosphere and curing concrete bridge decks

    Science.gov (United States)

    Wojcik, Gary S.

    The long-term durability of concrete can be compromised by excessive concrete temperatures or temperature gradients and lack of moisture during the first few days after placement. Because the concrete binder components undergo temperature-dependent hydration reactions during this period, atmospheric and construction conditions influence the ultimate concrete quality. To understand this interaction, curing concrete bridge energy balances were estimated with meteorological techniques and calorimetry and model experiments were performed. The agreement of concrete hydration heat estimates from the energy balances, calorimetry experiments, and model simulations validates our methodology and results. In Chapter 2, we estimate from meteorological measurements and techniques the energy balances of four curing concrete bridge decks. One challenge is to determine fluxes from small surfaces (largest horizontal dimension exchange coefficients for small areas is developed. Chapter 3, we improve with calorimetry experiments a simple bimolecular heat generation expression for hydrating binder. We show that this expression, with a new parameterization accounting for retarder effects on hydration rates, simulates temperatures to within 2°C and 72 h heat generation (˜265 kJ kg-1) to within 10% of the observed. In Chapter 4, we present models developed with the field and laboratory work and show that the highest concrete temperatures occur at high initial concrete temperatures and air temperatures and humidities, and at low wind speeds and cloud cover fractions. Peak bridge concrete temperatures can exceed 60°C. Large concrete temperature gradients (˜2°C cm-1 ) occur at the concrete top surface and the support beam top. An application of the 1D model with input from a weather forecast model predicts concrete temperatures within 2°C of the observed and so is a suitable operational model.

  14. Re(I) bridged porphyrin dyads, triads and tetrads

    Indian Academy of Sciences (India)

    M Yedukondalu; M Ravikanth

    2011-03-01

    Porphyrin rings containing two meso-pyridyl groups either in cis or trans fashion can be used to construct Re(I) bridged multiporphyrin assemblies. The cis-dipyridyl porphyrins with various porphyrin cores such as N4, N3O, N3S, N2S2 have been used to react with Re(CO)5Cl in THF at refluxing temperature and constructed planar Re(I) bridged porphyrin dyads containing either one type of porphyrin subunit or two types of porphyrin subunits. The trans-dipyridyl porphyrins have been used to construct Re(I) bridged porphyrin squares. The porphyrin dyads have been explored for singlet-singlet energy transfer studies and porphyrin squares have been used for catalysis, chemical sensing, molecular sieving and photocurrent production studies. An overview of synthesis of Re(I) bridged porphyrin dyads, triads and tetrads and their interesting photophysical properties are highlighted in this paper.

  15. Reduction of Liquid Bridge Force for 3D Microstructure Measurements

    Directory of Open Access Journals (Sweden)

    Hiroshi Murakami

    2016-05-01

    Full Text Available Recent years have witnessed an increased demand for a method for precise measurement of the microstructures of mechanical microparts, microelectromechanical systems, micromolds, optical devices, microholes, etc. This paper presents a measurement system for three-dimensional (3D microstructures that use an optical fiber probe. This probe consists of a stylus shaft with a diameter of 2.5 µm and a glass ball with a diameter of 5 µm attached to the stylus tip. In this study, the measurement system, placed in a vacuum vessel, is constructed suitably to prevent adhesion of the stylus tip to the measured surface caused by the surface force resulting from the van der Waals force, electrostatic force, and liquid bridge force. First, these surface forces are analyzed with the aim of investigating the causes of adhesion. Subsequently, the effects of pressure inside the vacuum vessel on surface forces are evaluated. As a result, it is found that the surface force is 0.13 µN when the pressure inside the vacuum vessel is 350 Pa. This effect is equivalent to a 60% reduction in the surface force in the atmosphere.

  16. Smart suspension systems for bridge-friendly vehicles

    Science.gov (United States)

    Chen, Yonghong; Tan, Chin An; Bergman, Larry A.; Tsao, T. C.

    2002-06-01

    In this paper, the effects of using semi-active control strategy (such as MR dampers) in vehicle suspensions on the coupled vibrations of a vehicle traversing a bridge are examined in order to develop various designs of smart suspension systems for bridge-friendly vehicles. The bridge-vehicle coupled system is modeled as a simply supported beam traversed by a two-degree-of-freedom quarter-car model. The surface unevenness on the bridge deck is modeled as a deterministic profile of a sinusoidal wave. As the vehicle travels along the bridge, the system is excited as a result of the surface unevenness and this excitation is characterized by a frequency defined by the speed of travel and the wavelength of the profile. The dynamic interactions between the bridge and the vehicle due to surface deck irregularities are obtained by solving the coupled equations of motion. Numerical results of a passive control strategy show that, when the lower natural frequency of the vehicle matches with a natural frequency (usually the first frequency) of the bridge and the excitation frequency, the maximum response of the bridge is large while the response of the vehicle is relatively smaller, meaning that the bridge behaves like a vibration absorber. This is undesirable from a bridge design viewpoint. Comparative studies of passive and semi-active controls for the vehicle suspension are performed. It is demonstrated that skyhook control can significantly mitigate the response of the bridge, while ground-hook control reduces the tire force impacted onto the bridge.

  17. Bridge technology report

    CERN Document Server

    2013-01-01

    Please note this is a Short Discount publication. As LANs have proliferated, new technologies and system concepts have come to the fore. One of the key issues is how to interconnect networks. One means of interconnection is to use a 'bridge'. Other competing technologies are repeaters, routers, and gateways. Bridges permit traffic isolation, connect network segments together and operate at the MAC layer. Further, because they operate at the MAC layer, they can handle a variety of protocols such as TCP/IP, SNA, and X.25. This report focuses on the specific technology of bridging two netw

  18. The Rotary Construction Technology of Beipanjiang Steel Tube Arch Bridge on Shuibai Railway in Guizhou%贵州水柏铁路北盘江大桥钢管拱转体施工技术

    Institute of Scientific and Technical Information of China (English)

    陶建山; 任旭初; 陈国祥

    2001-01-01

    Beipanjiang Bridge is the first single track deck arch bridge made of steel-tubes, with a spanlength of 236 m. In this paper, the method of factory-manufacture of the elements of steel-tube arch ribs, the welding tecnology in the job-site erection, the rotary structure of the steel-tube arch bridge, the control of the alignement as well as the method of closure with single-hinged rotary technology of the 10 thousand dwt halfarches are introduced.%北盘江大桥是第一座单线铁路上承式钢管拱桥,跨度为236 m。介绍钢管拱工厂单元制造、工地拼装焊接,钢管拱桥的转体结构、线形控制,以及半拱万吨单铰转体合龙的施工技术。

  19. Direct numerical simulation of gas-solid-liquid flows with capillary effects: An application to liquid bridge forces between spherical particles

    Science.gov (United States)

    Sun, Xiaosong; Sakai, Mikio

    2016-12-01

    In this study, a numerical method is developed to perform the direct numerical simulation (DNS) of gas-solid-liquid flows involving capillary effects. The volume-of-fluid method employed to track the free surface and the immersed boundary method is adopted for the fluid-particle coupling in three-phase flows. This numerical method is able to fully resolve the hydrodynamic force and capillary force as well as the particle motions arising from complicated gas-solid-liquid interactions. We present its application to liquid bridges among spherical particles in this paper. By using the DNS method, we obtain the static bridge force as a function of the liquid volume, contact angle, and separation distance. The results from the DNS are compared with theoretical equations and other solutions to examine its validity and suitability for modeling capillary bridges. Particularly, the nontrivial liquid bridges formed in triangular and tetrahedral particle clusters are calculated and some preliminary results are reported. We also perform dynamic simulations of liquid bridge ruptures subject to axial stretching and particle motions driven by liquid bridge action, for which accurate predictions are obtained with respect to the critical rupture distance and the equilibrium particle position, respectively. As shown through the simulations, the strength of the present method is the ability to predict the liquid bridge problem under general conditions, from which models of liquid bridge actions may be constructed without limitations. Therefore, it is believed that this DNS method can be a useful tool to improve the understanding and modeling of liquid bridges formed in complex gas-solid-liquid flows.

  20. Direct numerical simulation of gas-solid-liquid flows with capillary effects: An application to liquid bridge forces between spherical particles.

    Science.gov (United States)

    Sun, Xiaosong; Sakai, Mikio

    2016-12-01

    In this study, a numerical method is developed to perform the direct numerical simulation (DNS) of gas-solid-liquid flows involving capillary effects. The volume-of-fluid method employed to track the free surface and the immersed boundary method is adopted for the fluid-particle coupling in three-phase flows. This numerical method is able to fully resolve the hydrodynamic force and capillary force as well as the particle motions arising from complicated gas-solid-liquid interactions. We present its application to liquid bridges among spherical particles in this paper. By using the DNS method, we obtain the static bridge force as a function of the liquid volume, contact angle, and separation distance. The results from the DNS are compared with theoretical equations and other solutions to examine its validity and suitability for modeling capillary bridges. Particularly, the nontrivial liquid bridges formed in triangular and tetrahedral particle clusters are calculated and some preliminary results are reported. We also perform dynamic simulations of liquid bridge ruptures subject to axial stretching and particle motions driven by liquid bridge action, for which accurate predictions are obtained with respect to the critical rupture distance and the equilibrium particle position, respectively. As shown through the simulations, the strength of the present method is the ability to predict the liquid bridge problem under general conditions, from which models of liquid bridge actions may be constructed without limitations. Therefore, it is believed that this DNS method can be a useful tool to improve the understanding and modeling of liquid bridges formed in complex gas-solid-liquid flows.

  1. Behavior of Typha angustifolia L. in a free water surface constructed wetlands for the treatment of swine wastewater.

    Science.gov (United States)

    De Los Reyes, Catalina Plaza; Villamar, Cristina A; Neubauer, María Elisa; Pozo, Guillermo; Vidal, Gladys

    2013-01-01

    The objective of this study was to evaluate the behavior of Typha angustifolia L. in nitrogen retention in a Free Water Surface Constructed Wetland (FWS) for the swine wastewater treatment over a three-year operating period. Results show that the behavior of Typha angustifolia L. in a FWS for treatment of swine wastewater is affected by nitrogen concentration, seasonal variation and plant establishment in the system. Indeed, the application of Nitrogen Loading Rates (NLR) between 7.1-14.3 kg TN/ha·d removes 40% of Total Nitrogen (TN), where the maximum removal (20-40%) takes place in the spring-summer seasons. However, concentrations higher than 120.3 mg NH4 (+)-N/L significantly decrease (P = 0.004) diametrical growth by 55%. However, it was possible to estimate that NLR >14.3 kg TN/ha·d increased biomass production and plant uptake in Typha angustifolia L. during the period analyzed. Additionally, aboveground biomass values were between 1.509.6-2.874.0 g/m(2) and nitrogen uptake 27.4-40.8 g/m(2), where this last value represents 29% of the TN applied during the study. Finally, the TN accumulation in sediments represents less than 2% of the TN incorporated during this period. These results show that an increase of 50% of the TN in sediments increases plant abundance in 73%, which is related to the mineralization processes favored in the system during the last year of operation.

  2. Strengthening an in-service reinforcement concrete bridge with prestressed CFRP bars

    Institute of Scientific and Technical Information of China (English)

    Hai-long WANG; Wei-liang JIN; David J.CLELAND; Ai-hui ZHANG

    2009-01-01

    Carbon fiber reinforced polymer(CFRP)bars were prestressed for the structural strengthening of 8 T-shaped rein-forced concrete (RC)beams of a 21-year-old bridge in China.The ultimate bearing capacity of the existing bridge after retrofit was discussed on the basis of concrete structures theory.The flexural strengths of RC beams strengthened with CFRP bars were controlled by the failure of concrete in compression and a prestressing method was applied in the retrofit.The field construction processes of strengthening with CFRP bars-including grouting cracks,cutting groove,grouting epoxy and embedding CFRP bars,surface treating,banding with the U-type CFRP sheets,releasing external prestressed steel tendons-were introduced in detail.In order to evaluate the effectiveness of this strengthening method,field tests using vehicles as live load were applied before and after the retrofit.The test results of deflection and concrete strain of the T-shaped beams with and without strengthening show that the capacity of the repaired bridge,including the bending strength and stiffness,is enhanced.The measurements of crack width also indicate that this strengthening method can enhance the durability of bridges.Therefore,the proposed strengthening technology is feasible and effective.

  3. Construction Traffic Organizational of Yingwen Highway “7.10”Damage Treatment by Changing Road to Bridge%映汶高速“7.10”灾损处治路改桥施工交通组织

    Institute of Scientific and Technical Information of China (English)

    李强

    2015-01-01

    Firstly summarized and analyzed traffic organization modes and construction types and its implementation steps ,the advantages and disadvantages and the use scopes ;Secondly the design method of highway traffic organization are discussed ;Finally based on Yingwen highway damage treatment of road to bridge engineering ,highway in hit Burma road to bridge construction organization and the traffic organization design and implementation ;Results showed its good economic and social benefits ,and meantime it provided a theoretical basis and engineering for landslide damage treatment of highway rebuilding and reinforcement repair .%汇总、分析各种交通组织方式和施工作业类型及其实施步骤,阐述其优缺点和使用范围;对高速公路交通组织设计方法进行论述;最后依托映汶高速灾损处治路改桥工程,对映汶高速公路路改桥施工组织和交通组织进行设计与实施。结果表明其经济和社会效益良好,为泥石流灾损处治高速公路改建和加固修复提供理论及工程依据。

  4. Bridging Humanism and Behaviorism.

    Science.gov (United States)

    Chu, Lily

    1980-01-01

    Humanistic behaviorism may provide the necessary bridge between behaviorism and humanism. Perhaps the most humanistic approach to teaching is to learn how certain changes will help students and how these changes can be accomplished. (Author/MLF)

  5. State's First Bridge

    Data.gov (United States)

    US Fish and Wildlife Service, Department of the Interior — Article with details on the state's first bridge that crossed the Noxubee River adjacent to the Noxubee National Wildlife Refuge Boundary. Details also included...

  6. Bridged Race Population Estimates

    Data.gov (United States)

    U.S. Department of Health & Human Services — Population estimates from "bridging" the 31 race categories used in Census 2000, as specified in the 1997 Office of Management and Budget (OMB) race and ethnicity...

  7. Environmental life cycle assessment of railway bridge materials using UHPFRC

    Science.gov (United States)

    Bizjak, Karmen Fifer; Šajna, Aljoša; Slanc, Katja; Knez, Friderik

    2016-10-01

    The railway infrastructure is a very important component of the world's total transportation network. Investment in its construction and maintenance is significant on a global scale. Previously published life cycle assessment (LCA) studies performed on road and rail systems very seldom included infrastructures in detail, mainly choosing to focus on vehicle manufacturing and fuel consumption. This article presents results from an environmental study for railway steel bridge materials for the demonstration case of the Buna Bridge in Croatia. The goal of these analyses was to compare two different types of remediation works for railway bridges with different materials and construction types. In the first part, the environmental impact of the classical concrete bridge construction was calculated, whereas in the second one, an alternative new solution, namely, the strengthening of the old steel bridge with ultra-high-performance fibre-reinforced concrete (UHPFRC) deck, was studied. The results of the LCA show that the new solution with UHPFRC deck gives much better environmental performance. Up to now, results of LCA of railway open lines, railway bridges and tunnels have been published, but detailed analyses of the new solution with UHPFRC deck above the old bridge have not previously been performed.

  8. Chlorodiethylaluminum supported on silica: A dinuclear aluminum surface species with bridging μ2-Cl-ligand as a highly efficient co-catalyst for the Ni-catalyzed dimerization of ethene

    KAUST Repository

    Kermagoret, Anthony

    2014-05-01

    Silica-supported chloro alkyl aluminum co-catalysts (DEAC@support) were prepared via Surface Organometallic Chemistry by contacting diethylaluminum chloride (DEAC) and high specific surface silica materials, i.e. SBA-15, MCM-41, and Aerosil SiO2. Such systems efficiently activate NiCl 2(PBu3)2 for catalytic ethene dimerization, with turnover frequency (TOF) reaching up to 498,000 molC2H4/ (molNi h) for DEAC@MCM-41. A detailed analysis of the DEAC@SBA-15 co-catalyst structure by solid-state aluminum-27 NMR at high-field (17.6 T and 20.0 T) and ultrafast spinning rates allows to detect six sites, characterized by a distribution of quadrupolar interaction principal values CQ and isotropic chemical shifts δiso. Identification of the corresponding Al-grafted structures was possible by comparison of the experimental NMR signatures with these calculated by DFT on a wide range of models for the aluminum species (mono- versus di-nuclear, mono- versus bis-grafted with bridging Cl or ethyl). Most of the sites were identified as dinuclear species with retention of the structure of DEAC, namely with the presence of μ2-Cl-ligands between two aluminum, and this probably explains the high catalytic performance of this silica-supported co-catalysts. © 2014 Elsevier Inc. All rights reserved.

  9. Laser-Sintered Constructs with Bio-inspired Porosity and Surface Micro/Nano-Roughness Enhance Mesenchymal Stem Cell Differentiation and Matrix Mineralization In Vitro.

    Science.gov (United States)

    Cheng, Alice; Cohen, David J; Boyan, Barbara D; Schwartz, Zvi

    2016-12-01

    Direct metal laser sintering can produce porous Ti-6Al-4V orthopedic and dental implants. The process requires reduced resources and time and can provide greater structural control than machine manufacturing. Implants in bone are colonized by mesenchymal stem cells (MSCs), which can differentiate into osteoblasts and contribute to osseointegration. This study examined osteoblast differentiation and matrix mineralization of human MSCs cultured on laser-sintered Ti-6Al-4V constructs with varying porosity and at different time scales. 2D solid disks and low, medium and high porosity (LP, MP, and HP) 3D constructs based on a human trabecular bone template were laser sintered from Ti-6Al-4V powder and further processed to have micro- and nanoscale roughness. hMSCs exhibited greater osteoblastic differentiation and local factor production on all 3D porous constructs compared to 2D surfaces, which was sustained for 9 days without use of exogenous factors. hMSCs cultured for 8 weeks on MP constructs in osteogenic medium (OM), OM supplemented with BMP2 or collagen-coated MP constructs in OM exhibited bone-like extracellular matrix mineralization. Use of bio-inspired porosity for the 3D architecture of additively manufactured Ti-6Al-4V enhanced osteogenic differentiation of hMSCs beyond surface roughness alone. This study suggests that a 3D architecture may enhance the osseointegration of orthopedic and dental implants in vivo.

  10. Germ Cell Intercellular Bridges

    Science.gov (United States)

    Greenbaum, Michael P.; Iwamori, Tokuko; Buchold, Gregory M.; Matzuk, Martin M.

    2011-01-01

    Stable intercellular bridges are a conserved feature of gametogenesis in multicellular animals observed more than 100 years ago, but their function was unknown. Many of the components necessary for this structure have been identified through the study of cytokinesis in Drosophila; however, mammalian intercellular bridges have distinct properties from those of insects. Mammalian germ cell intercellular bridges are composed of general cytokinesis components with additional germ cell–specific factors including TEX14. TEX14 is an inactive kinase essential for the maintenance of stable intercellular bridges in gametes of both sexes but whose loss specifically impairs male meiosis. TEX14 acts to impede the terminal steps of abscission by competing for essential component CEP55, blocking its interaction in nongerm cells with ALIX and TSG101. Additionally, TEX14-interacting protein RBM44, whose localization in stabile intercellular bridges is limited to pachytene and secondary spermatocytes, may participate in processes such as RNA transport but is nonessential to the maintenance of intercellular bridge stability. PMID:21669984

  11. Long Span Bridges in Scandinavia

    DEFF Research Database (Denmark)

    Gimsing, Niels Jørgen

    1998-01-01

    The first Scandinavian bridge with a span of more than 500 m was the Lillebælt Suspension Bridge opened to traffic in 1970.Art the end of the 20th century the longest span of any European bridge is found in the Storebælt East Bridge with a main span of 1624 m. Also the third longest span in Europe...... is found in Scandinavia - the 1210 m span of the Höga Kusten Bridge in Sweden.The Kvarnsund Bridge in Norway was at the completion in 1991 the longest cable-stayed bridge in the world, and the span of 530 m is still thge longest for cable-stayed bridges in concrete. The Øresund Bridge with its sapn of 490...... m is the longest among cable-stayed bridges for both road and railway traffic....

  12. Silanization of quartz, silicon and mica surfaces with light-driven molecular motors : construction of surface-bound photo-active nanolayers

    NARCIS (Netherlands)

    London, Gabor; Carroll, Gregory T.; Feringa, Ben L.

    2013-01-01

    The attachment of molecular rotary motors containing triethoxysilane functional groups to quartz, silicon and mica surfaces is described. Motors containing silane coupling agents in their structure form stable molecular layers on quartz and silicon surfaces. Motors attached to these surfaces were fo

  13. Bridging the pressure gap: In situ atomic-level investigations of model platinum catalyst surfaces under reaction conditions by scanning tunneling microscopy

    Energy Technology Data Exchange (ETDEWEB)

    McIntyre, B.J.

    1994-05-01

    Results of this thesis show that STM measurements can provide information about the surfaces and their adsorbates. Stability of Pt(110) under high pressures of H2, O2, and CO was studied (Chap. 4). In situ UHV and high vacuum experiments were carried out for sulfur on Pt(111) (Chap.5). STM studies of CO/S/Pt(111) in high CO pressures showed that the Pt substrate undergoes a stacking-fault-domain reconstruction involving periodic transitions from fcc to hcp stacking of top-layer atoms (Chap.6). In Chap.7, the stability of propylene on Pt(111) and the decomposition products were studied in situ with the HPSTM. Finally, in Chap.8, results are presented which show how the Pt tip of the HPSTM was used to locally rehydrogenate and oxidize carbonaceous clusters deposited on the Pt(111) surface; the Pt tip acted as a catalyst after activation by short voltage pulses.

  14. Design of Swiveling Construction of Continuous Beam for Yunliang River Extra-long Bridge on Harbin-Dalian Passenger Dedicated Line%哈大客运专线运粮河特大桥连续梁转体施工设计

    Institute of Scientific and Technical Information of China (English)

    盖小红

    2012-01-01

    哈大客运专线运粮河特大桥主桥为跨度(60+ 100+60)m预应力混凝土连续箱梁,为跨越既有哈大铁路而设,与既有哈大铁路夹角为24°,墩高7.5m,桥下净空受限,如果采用传统的悬臂挂篮现浇施工,则施工周期长,对既有铁路正常运营产生干扰,而且施工过程中稍有不慎就会威胁到桥下正在高速运行的列车.而采用连续梁转体施工能有效规避施工过程中与既有铁路干扰,维护既有线路的运营安全,减少既有线加固防护数量.以运粮河特大桥主跨转体为工程背景,对客运专线连续梁跨既有铁路时平行转体的系统组成及其相关构件的设计进行研究.%The Yunliang River extra-long bridge on Harbin-Dalian Passenger Dedicated Line with main span {60+100+60 )m pre-stressed concrete continuous single box beam is designed to cross the existing Harbin-Dalian railway at an angle of 24 degree with pier height 7. 5 m. The limited clearance under the bridge would require long period of construction time, and interfere with normal operation of the existing railway line, imposing potential risks to the running trains underneath during the construction. If construction with swiveling continuous beam is applied, the inference with the existing railway line can be avoided and the protection works for the existing line reduced. This paper, on the basis of the construction of the main span of Yunliang river extra-long bridge, focuses on the composition of the parallel swiveling system to cross passenger dedicated line by continuous beam, and the design of the relevant components.

  15. Macrophytes may not contribute significantly to removal of nutrients, pharmaceuticals, and antibiotic resistance in model surface constructed wetlands.

    Science.gov (United States)

    Cardinal, Pascal; Anderson, Julie C; Carlson, Jules C; Low, Jennifer E; Challis, Jonathan K; Beattie, Sarah A; Bartel, Caitlin N; Elliott, Ashley D; Montero, Oscar F; Lokesh, Sheetal; Favreau, Alex; Kozlova, Tatiana A; Knapp, Charles W; Hanson, Mark L; Wong, Charles S

    2014-06-01

    Outdoor shallow wetland mesocosms, designed to simulate surface constructed wetlands to improve lagoon wastewater treatment, were used to assess the role of macrophytes in the dissipation of wastewater nutrients, selected pharmaceuticals, and antibiotic resistance genes (ARGs). Specifically, mesocosms were established with or without populations of Typha spp. (cattails), Myriophyllum sibiricum (northern water milfoil), and Utricularia vulgaris (bladderwort). Following macrophyte establishment, mesocosms were seeded with ARG-bearing organisms from a local wastewater lagoon, and treated with a single pulse of artificial municipal wastewater with or without carbamazepine, clofibric acid, fluoxetine, and naproxen (each at 7.6μg/L), as well as sulfamethoxazole and sulfapyridine (each at 150μg/L). Rates of pharmaceutical dissipation over 28d ranged from 0.073 to 3.0d(-1), corresponding to half-lives of 0.23 to 9.4d. Based on calculated rate constants, observed dissipation rates were consistent with photodegradation driving clofibric acid, naproxen, sulfamethoxazole, and sulfapyridine removal, and with sorption also contributing to carbamazepine and fluoxetine loss. Of the seven gene determinants assayed, only two genes for both beta-lactam resistance (blaCTX and blaTEM) and sulfonamide resistance (sulI and sulII) were found in sufficient quantity for monitoring. Genes disappeared relatively rapidly from the water column, with half-lives ranging from 2.1 to 99d. In contrast, detected gene levels did not change in the sediment, with the exception of sulI, which increased after 28d in pharmaceutical-treated systems. These shallow wetland mesocosms were able to dissipate wastewater contaminants rapidly. However, no significant enhancement in removal of nutrients or pharmaceuticals was observed in mesocosms with extensive aquatic plant communities. This was likely due to three factors: first, use of naïve systems with an unchallenged capacity for nutrient assimilation and

  16. Economical bridge solutions based on innovative composite dowels and integrated abutments ecobridge

    CERN Document Server

    Băncilă, Radu

    2015-01-01

    This book is an outcome of the research project “ECOBRIDGE – Demonstration of ECOnomical BRIDGE solutions based on innovative composite dowels and integrated abutments – RFCS – CT 2010-00024”, which has been co-funded by the Research Fund for Coal and Steel (R.F.C.S.) of the European Community. The main topics of the book are the following: design of integral bridges, innovative composite dowels for the shear transmission, construction of bridges, structural analysis of bridges and monitoring. The book joins the technical experience and the contributions of the involved research partners. The technical content of all the papers is present-day in the field of the design, construction and monitoring of innovative composite bridges. The efficient design and construction improve and consolidate the market position of steel construction and steel producing industry. In addition, the advanced forms of construction are contributing to savings in material and energy consumption for the structure during prod...

  17. The Bridge of Mandolin County

    Science.gov (United States)

    Lantz, Juliette M.; Feindt, Jenny E.; Lewellyn, Eric P. B.; Walczak, Mary M.

    1999-12-01

    The Bridge of Mandolin County is a case designed to teach the general chemistry principles of molar mass, ions and aqueous reactions, solubility rules, and inorganic nomenclature. Through the instructor-facilitated class discussion, students consider the options before the Mandolin Town Council regarding deicing the newly constructed bridge connecting Mandolin with a large nearby city. The students must decipher contradictory claims made on behalf of sodium chloride, the traditional deicer, and calcium magnesium acetate, a new environmentally friendly deicer, to arrive at the most cost-effective and environmentally appropriate deicing product. As they work through the analysis they raise questions that can be addressed in a laboratory setting. Four optional role-playing experiments are included, which can be used by the students to gather information helpful to resolution of the case. The case is intended to be used over two class periods, with a laboratory period in between, though suggestions for other models are provided. Laboratory procedures include an EDTA titration for Ca2+ and Mg2+, a gravimetric analysis, a qualitative examination of ions and solubility, an introduction to freezing point depression and measurement, and an experimental design activity. This case can also successfully be used without alteration in non-majors chemistry or environmental chemistry courses, or upper-level analytical or environmental chemistry courses.

  18. Quality of bitumens in asphalt hot-mixes with emphasis on the durability of constructed premix surfacings.

    CSIR Research Space (South Africa)

    Van Assen, EJ

    1992-08-01

    Full Text Available time. Asphalt technologists' ultimate quest is for performance-related specifications that will ensure the procurement of quality bitumens which could produce asphalts with desirable performance during construction, and which will resist physical...

  19. Assessment of The Biological Integrity of The Native Vegetative Community In A Surface Flow Constructed Wetland Treating Industrial Park Contaminants

    Directory of Open Access Journals (Sweden)

    C. C. Galbrand

    2007-01-01

    Full Text Available A study was conducted to evaluate the biological integrity of a constructed wetland receiving landfill leachate and stormwater runoff from the Burnside Industrial Park, Dartmouth, Nova Scotia. The biological integrity of the constructed wetland was tested in the second growing season using vegetative community monitoring. The metrics analyzed were species diversity, species heterogeneity (dominance and exotic/invasive species abundance. There was no significant difference in the plant species diversity between the constructed wetland and the reference site. However, the constructed wetland supported a higher plant species richness than the reference site. The top three species in the constructed wetland were tweedy’s rush (Juncus brevicaudatus, soft rush (Juncus effusus and fowl mannagrass (Glyceria striata. In total, these three species occupied 46.4% of the sampled population. The top three species in the reference site were soft rush (Juncus effusus, sweetgale (Myrica gale and woolgrass (Scirpus cyperinus. In total, these three species occupied a more reasonable 32.6% of the sampled population. The reference site supported greater biological integrity as it had greater heterogeneity and a smaller abundance of exotic and invasive species compared to the constructed wetland (3.8% versus 10.7%. Although poor heterogeneity and the presence of weedy, exotic species can be a sign of degraded biological health and future problems, these are also common indicators of a system simply undergoing early succession. As the constructed wetland matures, its plant biodiversity may actually decrease, but its integrity, as measured by exotic and invasive species abundance as well as heterogeneity, is expected to increase, so long as invasive species present in the constructed wetland remain controlled through weeding during the first few growing seasons.

  20. Application of Artificial Intelligence for Bridge Deterioration Model

    Directory of Open Access Journals (Sweden)

    Zhang Chen

    2015-01-01

    Full Text Available The deterministic bridge deterioration model updating problem is well established in bridge management, while the traditional methods and approaches for this problem require manual intervention. An artificial-intelligence-based approach was presented to self-updated parameters of the bridge deterioration model in this paper. When new information and data are collected, a posterior distribution was constructed to describe the integrated result of historical information and the new gained information according to Bayesian theorem, which was used to update model parameters. This AI-based approach is applied to the case of updating parameters of bridge deterioration model, which is the data collected from bridges of 12 districts in Shanghai from 2004 to 2013, and the results showed that it is an accurate, effective, and satisfactory approach to deal with the problem of the parameter updating without manual intervention.