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Sample records for 34m box girder

  1. Full Scale Test of a SSP 34m box girder 1. Data report

    DEFF Research Database (Denmark)

    Jensen, Find Mølholt; Branner, Kim; Nielsen, Per Hørlyk;

    This report presents the setup and result of a full-scale test of a reinforced glass fibre/epoxy box girder used in 34m wind turbine blade. The tests were performed at the Blaest test facility in August 2006. The test is an important part of a research project established in cooperation between...... the box girder was loaded until failure. A comprehensive description of the test setup is given. This report deals only with tests and results. There are no conclusions on the data in this report, but references are given to publications, where the data are used and compared with FEM etc. Various kinds...... of measuring equipment have been used during these tests: acoustic emission, 330 strain gauges, 24 mechanical displacement devices and two optical deformation measuring systems. The mechanical displacement devices measured both global (absolute) and local (relative) deflection and the optical systems measured...

  2. Full scale test of a SSP 34m box girder 1. Data report; Reinforced glass fiber/expoxy used in wind turbine blades

    Energy Technology Data Exchange (ETDEWEB)

    Jensen, Find M.; Branner, K.; Nielsen, Per H. (and others)

    2008-03-15

    This report presents the setup and result of a full-scale test of a reinforced glass fibre/epoxy box girder used in 34m wind turbine blade. The tests were performed at the Blaest test facility in August 2006. The test is an important part of a research project established in cooperation between Risoe DTU, the National Laboratory for Sustainable Energy at the Technical University of Denmark -, SSP-Technology A/S and Blaest (Blade test centre A/S) and it has been performed as a part of Find Moelholt Jensen's PhD study. This report contains the complete test data for the final test, in which the box girder was loaded until failure. A comprehensive description of the test setup is given. This report deals only with tests and results. There are no conclusions on the data in this report, but references are given to publications, where the data are used and compared with FEM etc. Various kinds of measuring equipment have been used during these tests: acoustic emission, 330 strain gauges, 24 mechanical displacement devices and two optical deformation measuring systems. The mechanical displacement devices measured both global (absolute) and local (relative) deflection and the optical systems measured surface deformation. A prediction was made on the location of the failure of the girder. At this location the majority of the measuring equipment was concentrated. The prediction was proved to be correct and valuable information of the behaviour of the box girder prior to failure was obtained. The experimental investigation consisted of the following load configurations: -Flapwise bending -Torsion Ultrasonic scanning of the box girder was performed before, during and after the test the box girder. This was done to investigate whether the girder was damaged by the load or imperfection (productions defects) growth. (au)

  3. Full scale test of a SSP 34m box girder 2. Data report; Reinforced glass fiber/epoxy used in wind turbine blades

    Energy Technology Data Exchange (ETDEWEB)

    Jensen, Find M.; Branner, K.; Nielsen, Per H. (and others)

    2008-05-15

    This report presents the setup and result from three static full-scale tests of the reinforced glass fiber/epoxy box girder used in a 34m wind turbine blade. One test was without reinforcement one with cap reinforcement and the final test was with rib reinforcement. The cap reinforcement test was part of a proof of concept investigation for a patent. The tests were performed at the Blaest test facility in August 2007. The tests are an important part of a research project established in cooperation between Risoe National Laboratory for sustainable energy--Technical university of Denmark, SSP-Technology A/S and Blaest (Blade test centre A/S) and it has been performed as a part of Find Moelholt Jensen's PhD thesis. This report is the second data report containing the complete test data for the three full-scale tests. This report deals only with the test methods and the obtained results, no conclusions are drawn. These can be found in papers and patent referenced in the data report. Various kinds of measuring equipment have been used during these tests: acoustic emission, force transducers, strain gauges and optical deformation measuring system (DIC). The experimental investigation consisted of the following tests: 1) Flapwise bending with no reinforcement 2) Flapwise bending with wire reinforcements 3) Flapwise bending with rib reinforcements. (au)

  4. Stress and noises of steel box girders in Sutong Bridge

    Institute of Scientific and Technical Information of China (English)

    Xue Tao; Chen Zhijian; Dong Xuewu

    2008-01-01

    Sutong Bridge is a cable-stayed bridge with a main span of 1 088 m.370 high-precision stress monitoring measured data show that in the process of hoisting the steel box girders,the stress of the main girders is in the fluctuant and complex state and many meteorological factors,such as sunshine radiation,temperature and wind,have important influence on the change of stress of the steel box girders.According to the real-time weather data,the stress data after the process of wavelet denoising from representative measuring points in different weather conditions is picked to estab-lish the stress response brought by meteorological factors with Layered Separation method,thereby basically eliminating the influence of meteorological factors on the stress of main girders,so that accurate and reliable stress data can be got for steel box girders adjustment and cable-tensioned construction control.

  5. Unconventional Bearing Capacity Analysis and Optimization of Multicell Box Girders

    Directory of Open Access Journals (Sweden)

    Jovan Tepic

    2014-01-01

    Full Text Available This study deals with unconventional bearing capacity analysis and the procedure of optimizing a two-cell box girder. The generalized model which enables the local stress-strain analysis of multicell girders was developed based on the principle of cross-sectional decomposition. The applied methodology is verified using the experimental data (Djelosevic et al., 2012 for traditionally formed box girders. The qualitative and quantitative evaluation of results obtained for the two-cell box girder is realized based on comparative analysis using the finite element method (FEM and the ANSYS v12 software. The deflection function obtained by analytical and numerical methods was found consistent provided that the maximum deviation does not exceed 4%. Multicell box girders are rationally designed support structures characterized by much lower susceptibility of their cross-sectional elements to buckling and higher specific capacity than traditionally formed box girders. The developed local stress model is applied for optimizing the cross section of a two-cell box carrier. The author points to the advantages of implementing the model of local stresses in the optimization process and concludes that the technological reserve of bearing capacity amounts to 20% at the same girder weight and constant load conditions.

  6. Acoustic Emission Monitoring of Multicell Reinforced Concrete Box Girders Subjected to Torsion

    OpenAIRE

    Marya Bagherifaez; Arash Behnia; Abeer Aqeel Majeed; Chai Hwa Kian

    2014-01-01

    Reinforced concrete (RC) box girders are a common structural member for road bridges in modern construction. The hollow cross-section of a box girder is ideal in carrying eccentric loads or torques introduced by skew supports. This study employed acoustic emission (AE) monitoring on multicell RC box girder specimens subjected to laboratory-based torsion loading. Three multicell box girder specimens with different cross-sections were tested. The aim is to acquire AE analysis data indicative fo...

  7. Design and test of box girder for a large wind turbine blade

    DEFF Research Database (Denmark)

    Nielsen, Per Hørlyk; Tesauro, Angelo; Bitsche, Robert

    This report is covering the structural design and full scale test of a box girder as a part of the project “Demonstration of new blade design using manufacturing process simulations” supported by the EUDP program. A box girder with a predetermined outer geometry was designed using new inventions......, which create an inner structure in the box girder. With a combination of advanced FEM analysis and the inventions it was possible to reduce the material thickness of the cap by up to 40%. The new design of the box girder was manufactured at SSP Technology A/S, where it was demonstrated...... that the manufacturing process could include the new inventions. Subsequently the box girder was transported to the blade test facility at DTU Wind Energy. A series of test was performed with the blade to investigate the behaviour during loading, and finally the girder was loaded to ultimate failure. The report includes...

  8. Spatial Finite Element Analysis for Dynamic Response of Curved Thin-Walled Box Girder Bridges

    Directory of Open Access Journals (Sweden)

    Yinhui Wang

    2016-01-01

    Full Text Available According to the flexural and torsional characteristics of curved thin-walled box girder with the effect of initial curvature, 7 basic displacements of curved box girder are determined. And then the strain-displacement calculation correlations were established. Under the curvilinear coordinate system, a three-noded curved girder finite element which has 7 degrees of freedom per node for the vibration characteristic and dynamic response analysis of curved box girder is constructed. The shape functions are used as the interpolation functions of variable curvature and variable height to accommodate to the variation of curvature and section height. A MATLAB numerical analysis program has been implemented.

  9. Design and test of box girder for a large wind turbine blade

    Energy Technology Data Exchange (ETDEWEB)

    Nielsen, Per H.; Tesauro, A.; Bitsche, R. [Technical Univ. of Denmark. DTU Wind Energy, DTU Risoe Campus, Roskilde (Denmark)] [and others

    2012-09-15

    This report is covering the structural design and full scale test of a box girder as a part of the project ''Demonstration of new blade design using manufacturing process simulations'' supported by the EUDP program. A box girder with a predetermined outer geometry was designed using new inventions, which create an inner structure in the box girder. With a combination of advanced FEM analysis and the inventions it was possible to reduce the material thickness of the cap by up to 40%. The new design of the box girder was manufactured at SSP Technology A/S, where it was demonstrated that the manufacturing process could include the new inventions. Subsequently the box girder was transported to the blade test facility at DTU Wind Energy. A series of test was performed with the blade to investigate the behaviour during loading, and finally the girder was loaded to ultimate failure. The report includes the description of the test setup, the test and an overview over the results from the test performed on the box girder. During the final test the box girder failed at 58 % of the expected ultimate load. Unfortunately, no definite conclusion could be made concerning the failure mechanism. (Author)

  10. Research on the special lifting devices for steel box girders of Sutong Bridge

    Institute of Scientific and Technical Information of China (English)

    Chen Ming; Wu Qihe; Luo Chengbin; Zhou Hanfa

    2009-01-01

    Sutong Bridge is a cable-stayed bridge with a steel box girder and a main span of 1 088 m. The steel box girder of main span includes five portions: back span large unit, large block of pylon, standard girder, back span closure girder and middle span closure girder. Each back span large unit is fabricated by welding several deck segments together in factory, and is erected by floating crane. As navigational clearance of the main bridge is high, the traditional truss lifting device can' t satisfy the requirement of domestic lifting cranes for this kind of lifting height and weight. Hence, a kind of lighter lifting device for the erection of back span large units was accepted for this bridge. In this paper, the design and use of this lifting device is introduced.The upper structure used lifting gantry to install the standard girder segment by cantilever method. Because the bridge's navigation clearance is high, and the girder segment is wide and heavy, the meteorology and hydrology condition of the bridge district is abominable, and the requirements of long cable girder side pull-in, structure and performance propose high request to the lifting gantry. In this paper, the design and use key point of long cable pull-in angle adjustment device integrate into lifting gantry is introduced.

  11. Seismic response of skewed RC box-girder bridges

    Institute of Scientific and Technical Information of China (English)

    Ahmed Abdel-Mohti; Gokhan Pekcan

    2008-01-01

    It is critical to ensure the functionality of highway bridges after earthquakes to provide access to important facilities.Since the 1971 San Fernando earthquake,there has been a better understanding of the seismic performance of bridges.Nonetheless,there are no detailed guidelines addressing the performance of skewed highway bridges.Several parameters affect the response of skewed highway bridges under both service and seismic loads which makes their behavior complex.Therefore,there is a need for more research to study the effect of skew angle and other related factors on the performance of highway bridges.This paper examines the seismic performance of a three-span continuous concrete box girder bridge with skew angles from 0 to 60 degrees,analytically.Finite element (FE) and simplified beam-stick (BS) models of the bridge were developed using SAP2000.Different types of analysis were considered on both models such as:nonlinear static pushover,and linear and nonlinear time history analyses.A comparison was conducted between FE and BS,different skew angles,abutment support conditions,and time history and pushover analysis.It is shown that the BS model has the capability to capture the coupling due to skew and the significant modes for moderate skew angles.Boundary conditions and pushover load profile are determined to have a major effect on pushover analysis.Pushover analysis may be used to predict the maximum deformation and hinge formation adequately.

  12. Dynamic Analysis of Horizontally Curved Thin-Walled Box-Girder Bridge due to Moving Vehicle

    Directory of Open Access Journals (Sweden)

    K. Nallasivam

    2007-01-01

    Full Text Available The impact on curved box-girder bridges due to vehicle moving across rough bridge deck have been analyzed using bridge-vehicle coupled dynamics. The bridge deck unevenness has been assumed to be a homogeneous random process in space specified by a PSD function. The analysis incorporates the effect of centrifugal forces due to vehicle moving on curved bridge. The curved box-girder bridge has been numerically modeled using computationally efficient thin-walled box-beam finite elements which take into account the torsional warping, distortion and distortional warping, that are important features of thin-walled box girders. Rigid vehicle with longitudinal and transverse input to the wheels giving rise to heave-pitch-roll degrees of freedom has been considered. The theoretical bridge model used in simulation study has been validated by a free vibration experiment using impact excitation. The impact factors for several response parameters such as bending moment, shear force, torsional moment, torsional bi-moment, distortional moment, distortional bi-moment and vertical deflections have been obtained for various bridge-vehicle parameters. Both constant velocity and forward acceleration of the vehicle have been considered to examine impact factor. The results highlighted that the impact factors of a curved box girder bridge corresponding to torsion, distortion and their corresponding bimoments have been observed to be generally very high, while those of the other responses are also relatively higher than that of corresponding straight box girder bridge.

  13. Acoustic emission monitoring of multicell reinforced concrete box girders subjected to torsion.

    Science.gov (United States)

    Bagherifaez, Marya; Behnia, Arash; Majeed, Abeer Aqeel; Hwa Kian, Chai

    2014-01-01

    Reinforced concrete (RC) box girders are a common structural member for road bridges in modern construction. The hollow cross-section of a box girder is ideal in carrying eccentric loads or torques introduced by skew supports. This study employed acoustic emission (AE) monitoring on multicell RC box girder specimens subjected to laboratory-based torsion loading. Three multicell box girder specimens with different cross-sections were tested. The aim is to acquire AE analysis data indicative for characterizing torsion fracture in the box girders. It was demonstrated through appropriate parametric analysis that the AE technique could be utilized to effectively classify fracture developed in the specimens for describing their mechanical behavior under torsion. AE events localization was presented to illustrate the trend of crack and damage propagation in different stages of fracture. It could be observed that spiral-like patterns of crack were captured through AE damage localization system and damage was quantified successfully in different stages of fracture by using smoothed b-value analysis.

  14. Acoustic Emission Monitoring of Multicell Reinforced Concrete Box Girders Subjected to Torsion

    Directory of Open Access Journals (Sweden)

    Marya Bagherifaez

    2014-01-01

    Full Text Available Reinforced concrete (RC box girders are a common structural member for road bridges in modern construction. The hollow cross-section of a box girder is ideal in carrying eccentric loads or torques introduced by skew supports. This study employed acoustic emission (AE monitoring on multicell RC box girder specimens subjected to laboratory-based torsion loading. Three multicell box girder specimens with different cross-sections were tested. The aim is to acquire AE analysis data indicative for characterizing torsion fracture in the box girders. It was demonstrated through appropriate parametric analysis that the AE technique could be utilized to effectively classify fracture developed in the specimens for describing their mechanical behavior under torsion. AE events localization was presented to illustrate the trend of crack and damage propagation in different stages of fracture. It could be observed that spiral-like patterns of crack were captured through AE damage localization system and damage was quantified successfully in different stages of fracture by using smoothed b-value analysis.

  15. Lateral static and dynamic characteristics of thin-walled box girder

    Institute of Scientific and Technical Information of China (English)

    CAN Yan-an; ZHOU Guang-chun

    2009-01-01

    To analyze the static and dynamic behaviors of the thin-walled box girder in its lateral webs in consideration of shear lag effect and shear deformation, an approach based on the minimum potential principle is introduced in this paper. Both static and dynamic response equations as well as the corresponding natural boundary conditions of the box girder are deduced. Meanwhile, three generalized displacement functions:w(x), U(x) and 0(x) are employed and their differences in the calculus of variation are quantitatively investigated. The comparison of finite shell element results with analytical results of calculation examples validates the feasibility of the proposed approach.

  16. Effect of material uncertainties on dynamic response of segmental box girder bridge

    Directory of Open Access Journals (Sweden)

    Suchart Limkatanyu

    2007-11-01

    Full Text Available The main objective of this paper was to investigate the effect of material uncertainties on dynamic response of segmental box girder bridge subjected to a moving load, in this case a rapid passing trains. Literatures concerned with the design of segmental box girder bridge, the application of finite element analysis to model the segmental box girder bridge, and the minimum requirement for structural conditions of the bridge were described and discussed in detail. A series of finite element analysis was carried out using SAP2000 Nonlinear software. The effect was investigated by varying the Modulus of Elasticity by 5%, 10% and 15%. The results were then compared with the case of assumed uniform property which had already been checked for model accuracy using the Standard prEN 1991-2. The results showed that, for the uniform case, the dynamic responses of the bridge gave the highest response at the resonance speed. When considering the non-uniform material properties (non-uniform case, the effect of material uncertainties appeared to have an effect on both displacement and acceleration responses. Nonetheless, the dynamic factor provided in the design code was sufficient for designing the segmental box girder bridge with either uniform or non-uniform material properties for the train speeds considered in this study.

  17. Numerical Investigation on Aerodynamic Force of Streamlined Box Girder with Uniform Air Suction

    Directory of Open Access Journals (Sweden)

    Tang Ke

    2014-06-01

    Full Text Available In the present study, the flow around a streamlined box girder with uniform air suction has been investigated numerically. Two-dimensional incompressible unsteady Reynolds averaged Navier-Stokes (URANS equations are solved in conjunction with the SST k −ω turbulence model in simulations. Taking the Great Belt Bridge girder as an example, cases of different suction positions on the girder section were discussed. The effect of the suction ratio and the angle of attack (AOA of wind also were investigated. The result showed that the aerodynamic drag force was influenced by the uniform suction through either upper surface or lower surface of the box girder. The larger the suction ratio was, the more the drag-reducing could be. The suction position and AOA had a comprehensive effect on the drag force. The vortex shedding frequency was also affected by air suction. For the aerodynamic lift force and moment, air suction showed no obvious influence. If necessary, using a combined suction scheme to reduce the aerodynamic drag force or to control the flow wake would be more efficient in engineering design.

  18. Continuous rigid PC frame box girder cantilever pouring construction reasonable maintenance method

    Directory of Open Access Journals (Sweden)

    Wulin

    2015-08-01

    Full Text Available In recent years, prestressed concrete continuous rigid frame box girder plate and web plate produced a large number of non-structural cracks disease caused the attention of large bridge workers, to solve the problem of continuous rigid-frame structure of the cantilever of the disease, this article briefly introduced the cantilever construction method and the performance requirements of modern concrete, through to the modern concrete composition change and keeping in good health on the impact of environment on its early performance analysis summary, points out the present problems of box girder early curing, finally combining with the characteristics of modern concrete performance and the characteristics of the cantilever construction method, puts forward "model attach +manual+automatic water spray mist stick " composite curing method in order to reduce the structural cracks, provides a new train of thought.

  19. Computer Simulation of Dynamic Interactions Between Vehicle and Long Span Box Girder Bridges

    Institute of Scientific and Technical Information of China (English)

    Lei Gong; Moe S.Cheung

    2008-01-01

    Moving vehicle loads,associated with roadway traffic can induce significant dynamic effects on the structural behaviours of bridges,especially for long-span bridges.The main objective of current research is to study traffic induced dynamic responses of long-span box-girder bridges.The finite element method has been employed in this study to obtain a three-dimensional mathematical model for the bridge system.For vehicle-bridge dynamic interaction analysis,the vehicle is modeled as a more realistic three-axle,six-wheel system,and the corresponding dynamic interaction equations have been derived.The bridge-vehicle inter- action is affected by many factors.The current study has been focused on such factors as:vehicle speed, vehicle damping ratio,multiple traffic lanes,mass ratio of vehicle and bridge,and dynamic characteristics of bridge.Case studies have been conducted to investigate these factors by using several box girder bridge examples including Confederation Bridge,the longest box girder bridge in the world.

  20. Field test on temperature field and thermal stress for prestressed concrete box-girder bridge

    Institute of Scientific and Technical Information of China (English)

    Baoguo CHEN; Rui DING; Junjie ZHENG; Shibiao ZHANG

    2009-01-01

    A field test was conducted to investigate the distribution of temperature field and the variation of thermal stress for a prestressed concrete (PC) box-girder bridge. The change of hydration heat temperature consists of four periods: temperature rising period, constant temperature period, rapid temperature fall period and stow temperature fall period. The peak value of hydration heat temperature increases with the increasing casting temperature of concrete; the relation between them is approximately linear. According to field tests, the thermal stress incurred by hydration heat may induce temperature cracks on the PC box-girder. Furthermore, the nonlinear distribution of temperature gradient and the fluctuation of thermal stress induced by exposure to sunlight were also obtained based on continuous in-situ monitoring. Such results show that the prevailing Chinese Code (2004) is insufficient since it does not take into account the temperature gradient of the bottom slab. Finally, some preventive measures against temperature cracks were proposed based on related studies. The conclusions can provide valuable reference for the design and construction of PC box-girder bridges.

  1. Research on overall assembling and welding process of steel box girder tuyere blocks of Taizhou Bridge

    Institute of Scientific and Technical Information of China (English)

    Yan Shiguang; Li Hongtao; Wang Chao

    2012-01-01

    This article presents in detail the assembling and welding process technique of the steel box girder tuyere blocks of Taizhou Bridge. The application of this process technique effectively solves the problem of welding stress release in tuyere block assembling and welding without increasing the number of turns of the blocks and overhead welding, thus avoiding possible structural deformation due to excessive accumulation of internal welding stress, greatly reducing the repeated deformation and correction work during assembling and welding, and ensuring the weld seam quality and overall dimensions of tuvere blocks of Taizhou Bridze.

  2. Free vibrations of multi-girder and multi-cell box bridges with transverse deformations effects

    Science.gov (United States)

    Hamed, E.; Frostig, Y.

    2005-01-01

    A general mathematical approach is developed for the free vibration behaviour analysis of multi-girder and multi-cell box bridges with a single or multi span, including the effects of the transverse deformations of the bridge cross-section. The governing equations of motion and the corresponding boundary and continuity conditions are derived via the variational principle of virtual work following Hamilton's principle. The model is general and valid for any boundary and continuity conditions, and is applicable for multi-girder bridges with longitudinal and cross beams and for multi-cell box bridges. The warping and the distortion of the bridge cross-section effects are included in the proposed model. Closed-form solutions of the governing equations are derived and the Newton-Raphson method is used to determine the eigenfrequencies. Numerical examples are presented to validate the proposed model, and are also used to examine the accuracy of other approximate models used in the analysis of bridges. The results of the proposed model are validated through comparison with three-dimensional finite element models. The results reveal that the transverse deformations decrease the magnitudes of the eigenfrequencies of the torsional mode shapes, as well as the high flexural modes.

  3. Structural Health Monitoring of Precast Concrete Box Girders Using Selected Vibration-Based Damage Detection Methods

    Directory of Open Access Journals (Sweden)

    Zhengjie Zhou

    2010-01-01

    Full Text Available Precast, prestressed concrete box girders are commonly used as superstructure components for short and medium span bridges. Their configuration and typical side-by-side placement make large portions of these elements inaccessible for visual inspection or the application of nondestructive testing techniques. This paper demonstrates that vibration-based damage detection (VBDD is an effective alternative for monitoring their structural health. A box girder removed from a dismantled bridge was used to evaluate the ability of five different VBDD algorithms to detect and localize low levels of spalling damage, with a focus on using a small number of sensors and only the fundamental mode of vibration. All methods were capable of detecting and localizing damage to a region within approximately 1.6 times the longitudinal spacing between as few as six uniformly distributed accelerometers. Strain gauges configured to measure curvature were also effective, but tended to be susceptible to large errors in near support damage cases. Finite element analyses demonstrated that increasing the number of sensor locations leads to a proportional increase in localization accuracy, while the use of additional modes provides little advantage and can sometimes lead to a deterioration in the performance of the VBDD techniques.

  4. Fatigue stress monitoring and analyses for steel box girder of Runyang Suspension Bridge

    Institute of Scientific and Technical Information of China (English)

    Ying WANG; Zhaoxia LI; Baijian WU

    2008-01-01

    The monitoring of fatigue stress of steel bridge is a key issue of bridge health monitoring and safety assessment. This paper aims to find out the strain history features of the girder components of Runyang Suspension Bridge (RYSB) under vehicle and environmental loading during its first year of service based on the strain-history data recorded by structural health monitoring system installed in the bridge. The fatigue stress spectrums of steel box girders under normal traffic load, heavy trucks and typhoon loads were studied as well as the correlation between varying strain and temperature based on real-time monitoring of temperature histories. The results show that, monitoring on local strain in health monitoring systems of RYSB can effectively provide the information on fatigue stresses. The range of the equivalent fatigue stress on the monitoring location of the bridge is currently low, mainly due to varying traffic loading and temper-ature. There exists significant correlation between varying temperature and mean value of fatigue stress. Effect of the passing of heavy trucks on bridge fatigue is quite signifi-cant since the value of the cumulative fatigue damage generated by heavy trucks is 10 to 100 times larger than that by normal traffic. Therefore, the effect on fatigue cumulative damage due to heavy trucks or overloaded vehicles needs to be monitored and paid much attention to.

  5. Dynamic finite element model updating of prestressed concrete continuous box-girder bridge

    Institute of Scientific and Technical Information of China (English)

    Lin Xiankun; Zhang Lingmi; Guo Qintao; Zhang Yufeng

    2009-01-01

    The dynamic finite element model (FEM) of a prestressed concrete continuous box-girder bridge, called the Tongyang Canal Bridge, is built and updated based on the results of ambient vibration testing (AVT) using a real-coded accelerating genetic algorithm (RAGA). The objective functions are defined based on natural frequency and modal assurance criterion (MAC) metrics to evaluate the updated FEM. Two objective functions are defined to fully account for the relative errors and standard deviations of the natural frequencies and MAC between the AVT results and the updated FEM predictions. The dynamically updated FEM of the bridge can better represent its structural dynamics and serve as a baseline in long-term health monitoring, condition assessment and damage identification over the service life of the bridge.

  6. Stress analysis of box girders with corrugate steel webs under distorsion%波形钢腹板箱梁畸变应力分析

    Institute of Scientific and Technical Information of China (English)

    杨丙文; 黎雅乐; 万水; 张建东

    2011-01-01

    According to mechanical characteristics of box girders with corrugated steel webs and theory of box girders, the warping normal stress of box girders with corrugated steel webs caused by distortion is studied. Considering that corrugated webs have fold effects, the corrugated webs are regarded as an orthotropic plate. Distortion governing differential equations of box girders with corrugated steel webs are derived under the equilibrium relation of plane force system within them. Their distortion angle and distortion bimoment are obtained using the beam elastic foundation (BEF) method , and then the longitudinal distortion stress is obtained. An analytical example is given to compare two types of box girders, concrete box girders and box girders with corrugated steel webs. The results of the example demonstrate that the box girders with corrugated steel webs have less lateral frame stiffness than concrete ones; thus, the distortional warping normal stress of box girders with corrugated steel webs is larger than that of concrete box girders.%在箱梁理论的基础上,根据波形钢腹板箱梁的力学特性,对波形钢腹板箱梁由畸变引起的翘曲正应力进行了研究.考虑到波形钢腹板具有褶皱效应,把波形钢腹板看作正交异性板,利用波形钢腹板箱梁中各板元平面力系的平衡关系,推导出波形钢腹板箱梁的畸变控制微分方程.采用弹性地基梁法解出波形钢腹板箱梁的畸变角和畸变双力矩,最终得到纵向畸变正应力.通过算例对比分析相同截面的波形钢腹板箱梁和混凝土箱梁的畸变翘曲正应力,计算结果表明,波形钢腹板箱梁相对普通混凝土箱梁的横向框架刚度较小,因此由畸变产生的翘曲正应力大于混凝土箱梁的畸变翘曲正应力.

  7. Finite element model updating of a prestressed concrete box girder bridge using subproblem approximation

    Science.gov (United States)

    Chen, G. W.; Omenzetter, P.

    2016-04-01

    This paper presents the implementation of an updating procedure for the finite element model (FEM) of a prestressed concrete continuous box-girder highway off-ramp bridge. Ambient vibration testing was conducted to excite the bridge, assisted by linear chirp sweepings induced by two small electrodynamic shakes deployed to enhance the excitation levels, since the bridge was closed to traffic. The data-driven stochastic subspace identification method was executed to recover the modal properties from measurement data. An initial FEM was developed and correlation between the experimental modal results and their analytical counterparts was studied. Modelling of the pier and abutment bearings was carefully adjusted to reflect the real operational conditions of the bridge. The subproblem approximation method was subsequently utilized to automatically update the FEM. For this purpose, the influences of bearing stiffness, and mass density and Young's modulus of materials were examined as uncertain parameters using sensitivity analysis. The updating objective function was defined based on a summation of squared values of relative errors of natural frequencies between the FEM and experimentation. All the identified modes were used as the target responses with the purpose of putting more constrains for the optimization process and decreasing the number of potentially feasible combinations for parameter changes. The updated FEM of the bridge was able to produce sufficient improvements in natural frequencies in most modes of interest, and can serve for a more precise dynamic response prediction or future investigation of the bridge health.

  8. Full Scale Test of a SSP 34m boxgirder 2

    DEFF Research Database (Denmark)

    Jensen, Find Mølholt; Branner, Kim; Nielsen, Per Hørlyk;

    This report presents the setup and result from three static full-scale tests of the reinforced glass fiber/epoxy box girder used in a 34m wind turbine blade. One test was without reinforcement one with cap reinforcement and the final test was with rib reinforcement. The cap reinforcement test......, no conclusions are drawn. These can be found in papers and patent referenced in the data report. Various kinds of measuring equipment have been used during these tests: acoustic emission, force transducers, strain gauges and optical deformation measuring system (DIC). The experimental investigation consisted...

  9. Life-Cycle Monitoring of Long-Span PSC Box Girder Bridges through Distributed Sensor Network: Strategies, Methods, and Applications

    Directory of Open Access Journals (Sweden)

    Zheheng Chen

    2015-01-01

    Full Text Available Structural health monitoring (SHM has attracted much attention in recent years, which enables early warnings of structural failure, condition assessments, and rational maintenance/repair strategies. In the context of bridges, many long-span steel bridges in China have been installed with the SHM systems; however, the applications of the SHM in prestressed concrete (PSC bridges are still rather limited. On the other hand, the PSC box girder bridges are extensively used in highway and railway systems and premature damage of these bridges is often reported, resulting in considerable maintenance and/or replacement costs. First, this paper presents a state-of-art review on the SHM of long-span PSC bridges. Monitoring strategies, methods, and previous applications for these bridges are summarized and discussed. In order to well capture the behavior of the bridge during its whole life and to maximize the use of sensors, a life-cycle monitoring strategy is proposed, in which the sensor layout is determined according to requirements for construction monitoring, completion test, and in-service monitoring. A case study is made on a three-span PSC box girder bridge in China. The system configuration, sensor layout, and data communications, and so forth, are presented. The up-to-date monitored structural responses are analyzed and compared with the design values.

  10. Development of the applicability of simplified Henry's method for skewed multicell box-girder bridges under traffic loading conditions

    Institute of Scientific and Technical Information of China (English)

    Iman MOHSENI; A.R.Khalim RASHID

    2012-01-01

    Concrete precast multicell box-girder (MCB) bridges combine aesthetics with torsional stiffness perfectly.Previous analytical studies indicate that currently available specifications are unable to consider the effect of the twisting moment (torsional moment) on bridge actions.In straight bridges the effect of torsion is negligible and the transverse reinforced design is governed by other requirements.However,in the case of skewed bridges the effect of the twisting moment should be considered.Therefore,an in-depth study was performed on 90 concrete MCB bridges with skew angles ranging from 0° to 60°.For each girder the bridge actions were determined under the American Association of State Highway and Transportation Officials (AASHTO) live load conditions.The analytical results show that torsional stiffness and live load positions greatly affected the bridges' responses.In addition,based on a statistical analysis of the obtained results,several skew correction factors are proposed to improve the precision of the simplified Henry's method,which is widely used by bridge engineers to predict bridge actions.The relationship between the bending moment and secondary moments was also investigated and it was concluded that all secondary actions increase with an increase in skewness.

  11. Matrix Analysis on Flexural Behavior of Thin-walled Box Girder%薄壁箱梁挠曲性能的矩阵分析

    Institute of Scientific and Technical Information of China (English)

    张元海; 林丽霞; 李乔

    2011-01-01

    On the basis of the shape function matrix which is established through assuming the homogeneous solution to the governing differential equation for shear lag of the thin-walled box girder as the element displacement function, the formula of the equivalent nodal force of the element under vertical concentrated loads is derived by applying the principle of virtual work. The reasonable warping displacement function of shear lag is proposed for the box girder with the twin-cell cross-section. The plexiglass model of the cantilever box girder with variable cross-sections is calculated, thus validating the effectiveness of the finite segment element in analysis of the box girder with variable cross-sections. The flexural behavior of the prestressed concrete continuous box girder with variable cross-sections is analyzed through a practical example. The results show as follows:The finite segment element has high computing efficiency for the box girder with variable cross-sections; under the action of vertical concentrated loads, the shear lag moment diagram of the box girder is a smooth curve and the absolute value of the shear lag moment is not greater than that of the bending moment at any cross-sections; the shear lag effect increases the mid-span deflection of the continuous box girder significantly, which shall be treated seriously in engineering practice.%在选取薄壁箱梁剪力滞控制微分方程的齐次解作为单元位移函数建立形函数矩阵基础上,运用虚功原理推导竖向集中荷载作用下单元等效节点力公式,提出双室箱梁的合理剪滞翘曲位移函数.通过对变截面悬臂箱梁有机玻璃模型进行计算,验证提出的梁段单元对分析变截面箱梁的有效性.结合实际箱梁算例,分析预应力混凝土变截面连续箱梁的挠曲性能.研究结果表明:所提出的梁段单元用于变截面箱梁分析时,具有较高的计算精度;在竖向集中荷载作用下,箱梁剪滞力矩图是一条

  12. Construction technology points for box-girder fabrication and installation engineering%箱梁预制与安装工程施工技术要点

    Institute of Scientific and Technical Information of China (English)

    李慧萍

    2011-01-01

    Taking He-Yun highway box-girder fabrication project as the example,it summarizes the construction technology points for box-girder fabrication and installation engineering,respectively describes the fabrication plant layout,steel reinforcement preparation,pre-stressed tension,duct jacking and other critical construction procedures and attentions,which has provided certain guidance for future similar project.%以河运高速公路箱梁预制项目为例,针对箱梁预制及安装工程施工技术要点进行了总结,分别阐述了预制厂的布置,钢筋加工,预应力张拉,孔道压浆等关键工序施工步骤及注意事项,为今后同类项目提供了一定指导。

  13. 铁路混合梁钢混结合段钢箱梁关键施工技术%Key Construction Technology for Steel-box Girder of Steel-Concrete Joint Section of Railway Hybrid Girder

    Institute of Scientific and Technical Information of China (English)

    任世朋; 朱元元; 闫明赛; 孙小猛; 徐登云

    2015-01-01

    The main bridge of Yongjiang river is the first railway hybrid girder cable-stayed bridge in China. Taking account of construction, geology and environment, the paper analyzes the inapplicability of traditional construction methods and proposes the method of matching and slipping the modules of steel-box girder of the steel-concrete section, addresses the principle of slicing the steel-concrete joint section, the design of pile-pillar-girder support, the structure of self-balanced girder moving slide, the integrated formwork for sliding and concreting and the technology of matching and slipping the module of the steel-concrete section. The paper also summarizes the key points of construction control during matching and sliding processes.%甬江主桥为国内第一座铁路混合梁斜拉桥,在钢混结合段钢箱梁施工中,综合分析构造、地质、环境等因素,阐述传统施工方法的不适应性,提出钢混结合段钢箱梁模块组拼滑移方法。详细介绍结合段钢箱梁模块划分原则、桩柱梁式支架设计、自平衡移梁滑道构造、滑移浇筑一体式胎架及模块匹配滑移技术,总结钢混结合段钢箱梁模块组拼滑移施工控制要点。

  14. Long-term monitoring of a PSC box girder bridge: Operational modal analysis, data normalization and structural modification assessment

    Science.gov (United States)

    Cury, Alexandre; Cremona, Christian; Dumoulin, John

    2012-11-01

    For reliable performance of vibration-based damage detection algorithms, it is important to distinguish abnormal changes in modal parameters caused by structural damage from normal changes due to environmental fluctuations. This paper firstly addresses the modeling of temperature effects on modal frequencies of a PSC box girder bridge located on the A1 motorway in France. Based on a six-month monitoring experimental program, modal frequencies of the first seven mode shapes and temperatures have been measured at three hour intervals. Neural networks are then introduced to formulate regression models for quantifying the effect of temperature on modal parameters (frequencies and mode shapes). In 2009, this bridge underwent a strengthening procedure. In order to assess the effect of strengthening on the vibration characteristics of the bridge, modal properties had to be corrected from temperature influence. Thus, the first goal is to assess the changes on the vibration signature of this bridge induced by the strengthening. For this purpose, classical statistical analysis and clustering methods are applied to the data recorded over the period after strengthening. The second goal is to evaluate the influence of temperature effects on the clustering results. It comes that the temperature correction significantly improves the confidence in the novelty detection and in the strengthening efficiency.

  15. Structural health monitoring of an existing PC box girder bridge with distributed HCFRP sensors in a destructive test

    Science.gov (United States)

    Yang, Caiqian; Wu, Zhishen; Zhang, Yufeng

    2008-06-01

    The application of hybrid carbon fiber reinforced polymer (HCFRP) sensors was addressed to monitor the structural health of an existing prestressed concrete (PC) box girder bridge in a destructive test. The novel HCFRP sensors were fabricated with three types of carbon tows in order to realize distributed and broad-based sensing, which is characterized by long-gauge length and low cost. The HCFRP sensors were bonded on the bottom and side surfaces of the existing bridge to monitor its structural health. The gauge lengths of the sensors bonded on the bottom and side surfaces were 1.5 m and 1.0 m, respectively. The HCFRP sensors were distributed on the bridge for two purposes. One was to detect damage and monitor the structural health of the bridge, such as the initiation and propagation of new cracks, strain distribution and yielding of steel reinforcements. The other purpose was to monitor the propagation of existing cracks. The good relationship between the change in electrical resistance and load indicates that the HCFRP sensors can provide actual infrastructures with a distributed damage detection and structural health monitoring system. Corrections were made to this article on 13 May 2008. The corrected electronic version is identical to the print version.

  16. 桥面铺装与小箱梁的共同作用试验%Experiment of Coaction of Bridge Deck Pavement and Small Box Girder

    Institute of Scientific and Technical Information of China (English)

    钱寅泉; 周正茂; 袁桂芳; 王素娟

    2012-01-01

    Load tests on a single small box girder and a bridge were carried out to evaluate the effects of deck pavement by comparing the deflections of the girders before and after the pavement surfaced. The comprehensive elastic modulus was obtained from the test before pavement surfaced, and the coaction degree of the bridge deck pavement and the girders was obtained by comparing the flexural inertia moment corresponding to the deflection in the test after pavement surfaced with the theoretical flexural inertia moment corresponding to the supposed thickness of the pavement in work. The results from these tests show that (1) the rough interface could greatly improve the coaction degree of bridge deck pavement with girders, which could reach 100% ; (2) in general cases, the extent of the coaction of bridge deck pavement with girders could reach 70% , and for a pavement with thickness of 8 cm, the thickness of the pavement in coaction could be taken as 60% or 3 cm in thickness could be substracted from the pavement in design; (3 ) the pavement could improve the uniformity of the transverse load distribution. Load tests on a single small box girder and a bridge were carried out to evaluate the effects of deck pavement by comparing the deflections of the girders before and after the pavement surfaced. The comprehensive elastic modulus was obtained from the test before pavement surfaced, and the coaction degree of the bridge deck pavement and the girders was obtained by comparing the flexural inertia moment corresponding to the deflection in the test after pavement surfaced with the theoretical flexural inertia moment corresponding to the supposed thickness of the pavement in work. The results from these tests show that (1) the rough interface could greatly improve the coaction degree of bridge deck pavement with girders, which could reach 100% ; (2) in general cases, the extent of the coaction of bridge deck pavement with girders could reach 70% , and for a pavement with

  17. 箱梁钢筋定位自动检测装置%The automatic detection device for box girder reinforced positioning

    Institute of Scientific and Technical Information of China (English)

    邵云

    2014-01-01

    In order to reduce or eliminate the box girder quality oroblems caused by box girder reinforced orotection layer and ore-stressed oosi-tioning network reinforced deformation and installation not in olace,this oaoer researched the reinforced oositioning of reinforced orotective layer and ore-stressed oositioning network in oost tensioned ore-stressed box beam construction orocess,designed a set of automatic detection each ten-sioned oositioning detection ooint tensioned whether accuracy oositioning or not and disolayed the tensioned oositioning automatic detection de-vice,solved the oroblem of reinforced oositioning detection.%为了减少或消除因箱梁钢筋保护层及预应力定位网钢筋形变和安装不到位而引起箱梁质量问题,对后张法预应力箱梁施工工艺中的钢筋保护层及预应力定位网的钢筋定位进行了研究,设计了一套能自动检测各检测点钢筋是否定位准确并显示的钢筋定位自动检测装置,解决了钢筋定位检测的问题。

  18. The delicate analysis of shear lag effect on trapezoidal box girders%梯形箱梁剪力滞后效应的精细化分析

    Institute of Scientific and Technical Information of China (English)

    甘亚南; 石飞停

    2014-01-01

    引入剪滞翘曲应力自平衡条件的影响,考虑了剪切变形和剪滞效应等因素,设置了三个不同的剪滞纵向位移差函数以准确反映梯形箱梁不同宽度翼板的剪滞变化幅度,提出了一种能对工程中常用箱梁静力学特性分析的精确解法。本文以能量变分原理为基础建立了薄壁箱梁的弹性控制微分方程和自然边界条件,获得了相应广义位移的闭合解。算例中,分析了不同荷载形式、跨宽比和悬臂板长度等因素对箱梁静力学特性的影响,结果显示出引入剪滞翘曲应力自平衡条件的必要性。%In consideration of self-equilibrium condition for shear lag warping stress ,shear deformation and shear lag effect ,three different longitudinal displacement difference functions are employed to accu-rately reflect the amplitude of change of shear lag in the trapezoidal box girders with various widths of wing slabs ,and a new warping displacement mode of trapezoidal thin-walled box girders is chosen to meet the axial self-equilibrium condition for corresponding stress ,a more accurate approach is proposed to analyze the mechanical characteristics of trapezoidal box girders generally used in engineering .Based on the minimum potential principle ,the governing differential equations and related natural boundary conditions are induced ,the closed-form solutions of generalized displacements are obtained .The varia-tions of stress of trapezoidal box girders ,caused by the change of factors such as self-equilibrium condi-tion ,type of loading and ratio of span and width are discussed ,the importance about the introduction of self-equilibrium condition is proved .

  19. 武黄客专700t预制简支箱梁架设施工技术%On construction technique for erection of 700 t prestressed simply supported box girder along Wuhan-Huangshi special passenger line

    Institute of Scientific and Technical Information of China (English)

    魏巍

    2011-01-01

    Taking the erection of 700 t prestressed simply supported box girder along Wuhan-Huangshi special passenger line as the example, the paper sums up the erection equipment and structure characteristic of the box girder and its performance, and illustrates the construction craft of the erection for the box girder and the key points for bearing' s perfusion, so as to accumulate relative experience and direct the engineering prac- tice.%以武黄客运专线700t预制简支箱梁架设为例,对箱梁架设设备及其结构特点和性能作了归纳,重点对箱梁架设施工工艺及支座灌注要点进行了阐述,以积累相关施工经验,指导工程实践。

  20. 钢箱梁典型病害分析及其检测与维护技术研究%Research on Typical Defects Analysis of Steel Box Girder and Its Testing and Maintenance Technology

    Institute of Scientific and Technical Information of China (English)

    姜竹生; 瞿涛; 吕磊; 吉伯海

    2011-01-01

    基于对我国钢箱梁桥的钢箱梁病害调查,总结出我国钢箱粱典型病害的类型,分析各种钢箱梁典型病害产生的机理及导致其破坏的原因,提出了钢箱梁病害的日常检测与维护技术.针对钢箱梁的涂装劣化、钢材腐蚀、结构性损伤等病害,给出了日常检测与维护的主要项目,介绍了人工目视检测、超声波检测、磁粉检测及涡流检测等主要的检测方法的工作原理、优缺点和适用范围.%Based on the survey of China steel box girder bridges' steel box girder defects, summing up the typical defects of China steel box girder, we analyse every typical defect production mechanism and the reasons of leading to destruction of steel box girder, and propose steel box girder defects' daily testing and maintenance technology. According to coating for the deterioration, steel corrosion, structural damage and other defects of steel box girder, we give the main items of the daily testing and maintenance technology and the main detection methods including manual visual inspection, ultrasonic testing, magnetic particle testing and eddy current testing. Studying the working principle of above testing methods, advantages and disadvantages, and scope of application, should be selected based on the actual requirements in the project.

  1. On construction technique of arc model at box girder web%箱梁外腹板圆弧模施工技术

    Institute of Scientific and Technical Information of China (English)

    梁见

    2012-01-01

    Combining with the arc model construction of the continuous box girder web at Yijiang Bridge at Wuhu, the paper undertakes the mould installation by adopting various method according to the parameters of the web arc and the field fact, and mainly introduces the technique, including the making and the consolidation of the box girder arc models with two different parameters, so as to have better reference and direction for the similar bridge construction.%结合芜湖弋江桥连续箱梁外腹板圆弧模施工技术,根据外腹板圆弧半径大小,结合现场实际情况,通过采取不同方法进行模板制安施工,详细介绍了两种不同圆弧半径的箱梁圆弧模板的制作、加固等技术,对同类型桥梁施工具有较强的借鉴和指导作用。

  2. 跨多股道钢箱梁天桥的结构设计%The Structural Design of Steel Box Girder Pedestrian Bridge Crossing Multiple Railways

    Institute of Scientific and Technical Information of China (English)

    沈耀海

    2011-01-01

    结合西部某新建火车站进站人行天桥工程实例,分析了设计和施工的多种控制条件,论证了主梁采用钢箱梁结构的合理性.通过有限元分析和动力特性计算可知,结构设计的控制因素为竖向自振频率,采用中墩与主梁固结的连接方式可以有效地调整结构竖向自振频率.%Based on the project case of one pedestrian bridge in one new constructed railway station at west China, many controlled conditions are analyzed about structural design and engineering construction, and the rationalitles of steel box girder bridge adopted in the design are also demonstrated. It is learned from finite - element analysis and dynamic characteristics calculation that the control factor of structural design is vertical vibration frequency, which can be improved effectively by means of fixed connection between central pier and steel box girder.

  3. 连续箱梁的日照温差应力计算研究%Study on Calculation of Sunshine Thermal Stress in Continuous Box-girders

    Institute of Scientific and Technical Information of China (English)

    陈权; 王丽娟; 张元海; 诸昌钤

    2009-01-01

    According to the harmonious condition of deformation and the assumption of plane section, the general formula for calculating sunshine thermal stress of continuous box girders was derived. Then based on the existing experimental results and the modes of sunshine thermal gradients in the present code for design of railway and highway bridges, the practical calculating formula of thermal stress was presented. The method and formula for calculating secondary thermal bending moment were provided tnnzekew continuous box girders based on the three-moment equation of skew continuous beam. The corresponding programmaing was fulfilled. The thermal stresses in figh and skew continuous box girders were calculated through engineering practice and good agreement was achieved compared with those of ANSYS calculation. The longitudinal distribution pattern of the thermal stress in continuous box girder bridges was ascertained. It is put forward that (1) much attention should be paid to the checking calculation for nonnal stress and crack resistance at midspan cross-section of central span in the design of prestrssed concrete continuous box girder bridges; (2) the checking calculation for crack resistance of inclined cross -section near gravity axis in internal support area should also be treated seriously.%根据变形协调条件及平截面假定,首先推导了连续箱梁日照温差总应力的一般公式,并针对试验观测资料及我国铁路桥梁和公路桥梁设计规范中的不同日照温差梯度模式,给出了温度应力的实用计算公式.为了能够进一步应用于斜交连续箱梁,以斜交连续梁的三力矩方程为基础,给出了温度次弯矩的计算方法及公式.编制了相应温度应力分析程序,结合工程实例分别对正交和斜交连续箱梁的温度应力进行了计算分析,并与ANSYS有限元计算结果进行对比.通过分析连续箱梁日照温差应力沿梁跨方向的分布规律,提出在设计预应力混凝

  4. Behavior of horizontally curved steel tubular-flange bridge girders

    Science.gov (United States)

    Fan, Zhuo

    A new type of curved steel bridge girder, called a curved tubular-flange girder, with rectangular tubes as flanges, is proposed and studied in this dissertation. A curved steel tubular-flange girder has much larger torsional stiffness than a curved I-girder and less potential for cross section distortion than a curved box-girder. Therefore, it has potential advantages compared to curved I-girders and box-girders. A theoretical analysis method for systems of curved tubular-flange girders braced by cross frames is presented. A stress analysis method for tubular-flange girders is also provided. The behavior of curved tubular-flange girder systems is studied using the theoretical analysis method and compared to the behavior of the corresponding curved I-girder systems. A parametric study is performed using the theoretical analysis method to investigate the effects of geometric parameters on the behavior of curved tubular-flange girder systems. The studied parameters include tubular-flange width, tubular-flange depth, cross section depth, girder curvature, and the number of cross frames. Finite element analyses are conducted to verify the theoretical analysis method, to study the behavior of a curved tubular-flange girder system under dead load, and to study the behavior of a curved tubular-flange girder system with a composite concrete deck under dead and live load. The study shows that a curved tubular-flange girder system develops much less warping normal stress and cross section rotation than a corresponding curved I-girder system. The difference is especially significant for a single curved girder under its own weight, suggesting that curved tubular-flange girders would be much easier to transport and erect than curved I-girders. As girder curvature increases, the rate of increase in the stresses and displacements for a single I-girder is much greater than for a single curved tubular-flange girder. Smaller cross frame forces develop in a tubular-flange girder

  5. Treatment Measures for Empty Bearing of Arc Steel Box Girder with Cross Slope for Rotating Structure%旋转结构找横坡弧形钢箱梁支座托空处理措施

    Institute of Scientific and Technical Information of China (English)

    李粤东; 夏崇滔; 张翼; 巫正伟

    2014-01-01

    钢箱梁结构因其自身的特性在市政工程建设得到大量运用,钢箱梁吊装施工中空间就位及空形态的控制问题较为突出,其中带纵坡的弧形钢箱梁通过旋转结构找横坡就使得钢箱梁在施工过程中整体空间形态要有控制技术难度更高,极易造成钢箱梁支座托空。该文结合工程实例,就有纵坡且旋转结构找横坡弧形钢箱梁吊装后产生支座托空的处理措施进行论述。%Steel box girder structure is widely applied nowadays for its virtues, but the controlling problems in space location and spatial form in its con-struction are severe, and the finding of cross slope through rotating structure by arc steel box girder with longitudinal slope renders controlling technology of steel box girder over spatial form harder, easily causing empty bearing of steel box girder. The treatment measures for such problem are presented in de-tail.

  6. Design of Norway HAKRDANGER Steel Box Girder Bridge Coating Process%挪威HAKRDANGER大桥钢箱梁涂装工艺设计

    Institute of Scientific and Technical Information of China (English)

    李连缀; 李敏风

    2011-01-01

    The anti-corrosion matching scheme and performance of the Norwegian HAKRDANGER bridge steel box girder inside and outside were introduced. The design of coating process including surface treatment, arc spraying zinc process, spray construction process equipment and related technical parameters requirements were introduced in detail.%介绍了挪威HAKRDANGER大桥钢箱梁内外侧防腐配套方案及性能。着重介绍了涂装工艺设计,包括表面处理、电弧喷锌工艺、喷漆施工等工艺设备及相关技术参数要求等。

  7. Discuss the Full Framing Construction of Cast-in-place Box Girder%浅谈现浇箱粱满堂支架搭设施工

    Institute of Scientific and Technical Information of China (English)

    黄亮

    2013-01-01

    在进行桥梁上部结构的箱梁现浇施工时,满堂支架法的应用已经非常普遍。但是在进行满堂支架法施工时,其施工事故发生的频率也比较高。如何有效提高满堂支架法的施工安全,是值得去深入探究的问题。%During conduct the box girder cast-in-place const-ruction of upper structure in bridge, the application of ful fra-ming method has become so common. But when making ful framing construction method, its construction has a high acide-nt frequency. It is worth to delve into the problem of how to i-mprove the method of ful framing construction safety.

  8. 合蚌客专350km/h单线试验箱梁工艺试验研究%Study on Process Test for Box Girder of Hefei-Bengbu Dedicated Passenger Railway 350 km/h Single-Track Line

    Institute of Scientific and Technical Information of China (English)

    郭晓明

    2012-01-01

    时速350公里客运专线单线后张法单箱单室预应力混凝土简支箱梁属首次应用。为验证其各项指标,进行了4孔箱梁的试验工作;通过对箱梁的各项工艺试验进行研究,充分验证箱梁的设计。%The post-tensioning method single-cell pre-stressed concrete simple box girder for 350 km/h dedicated passenger railway single-track line is used for the first time.To verify its performance indexes,four-truss box girder test is carried out,studies on box girder process tests fully verify the design of box girder.

  9. Design plan and checking calculation for the reinforcement of prestressed continuous box girder bridges%预应力连续箱梁桥加固设计及验算

    Institute of Scientific and Technical Information of China (English)

    张胜

    2016-01-01

    某预应力连续箱梁桥运营15年后,箱梁内外出现了较多的裂缝、钢筋锈蚀和台后填土沉降等病害,已影响桥梁结构的正常使用和安全。根据该桥的质量检测报告,提出了箱梁顶板采用增厚钢筋混凝土、箱室顶板内表面采用粘贴钢板和碳纤维相结合以及箱梁腹板粘贴钢板的加固方法。通过理论计算和荷载试验对加固后的桥梁承载力进行了验算和检测,结果表明,结构承载力和刚度都有明显地提高,能保证桥梁的正常使用。%A prestressed continuous box girder bridge appeared various diseases in fifteen years, for instance, cracks of the inside and outside surface of the box girder, steel corrosion and the obvious settlement of filling at back abutment. The disease has affected the normal use and safety of the bridge structure. Based on the testing reports of the bridge, a feasible strengthening method is put forward: The roof of box girder is strengthened by the thick reinforced concrete;The top plate of the box is strengthened by steel plate and carbon fiber, and box girder webs is strengthened by steel plate. The carrying capacity of the reinforced bridge is checked by the theoretical calculation and the load test. The results show that the bearing capacity and stiffness of the structure are obviously improved and can meet the requirements of normal use.

  10. Aerodynamic stability study of a long-span prestressed concrete cable-stayed bridge. Aerodynamic behavior of edge box girder under uniform flow; Chodai PC shachokyo no taifu anteisei ni kansuru kenkyu. Ichiyoryuchu ni okeru edge girder keishiki no kuriki tokusei

    Energy Technology Data Exchange (ETDEWEB)

    Nomura, T. [Obayashi Corp., Tokyo (Japan)

    1999-01-10

    In recent years, the construction of long-span bridges is on the increase. Prestressed concrete cable-stayed bridges are dynamically very efficient structures of relatively low cost that blend in well with the landscape. Maintenance is also easy. Consequently, the adoption of edge box girders for cable-stayed bridges is increasing worldwide, but problems related to the aerodynamic stability of the structure have emerged. The aerodynamic stability of edge box girders for a prestressed concrete cable-stayed bridge was investigated under uniform flow conditions by conducting several wind tunnel experiments. As a result, the section of the bridge deck was optimized to prevent torsional flutter within an angle of attack varying from -5 to +5 degrees. It is therefore possible to guarantee the aerodynamic stability of long-span prestressed concrete cable-stayed bridges. (author)

  11. 箱型梁附加挠度与剪力滞效应的一维有限元分析%One-dimensional finite element analysis on additional deflection and shear-lag effect of box-girders

    Institute of Scientific and Technical Information of China (English)

    杨绿峰; 周月娥; 曾有凤

    2013-01-01

    当前箱型梁剪力滞效应分析的一维离散有限元法对剪力滞函数的处理存在局限性,而且剪力滞系数难以准确反映翼缘截面剪力滞效应及其变化规律.为此,利用箱梁附加挠度代替剪力滞函数建立箱梁翼缘的纵向位移函数,并根据能量变分原理建立控制微分方程并识别了其中的待定参数.以箱梁挠度、附加挠度及其一阶导数作为单元节点位移参数,提出了箱型梁剪力滞效应分析的一维离散有限元法,给出了箱梁的自然边界条件和强迫边界条件.基于箱梁挠度和附加挠度定义了新的剪力滞系数,分析了不同支撑条件对箱型梁剪力滞效应的影响.算例分析证明了该方法的有效性,且具有较高的计算精度;与传统的基于应力的剪力滞系数相比,基于挠度的剪力滞系数能够更加准确地反映箱型梁截面的剪力滞效应及其分布规律.%The shear-lag function in one-dimensional finite element method for box-girders has no definite physical interpretation, and moreover the shear-lag coefficient can not reflect correctly the shear-lag effect and its variation along the axis of box girder. In order to circumvent these problems, the additional deflection function instead of the shear-lag function is incorporated in the longitudinal displacement of the flange of the box girder. The variational principle is employed to identify the undetermined constants in the longitudinal displacement function. Furthermore, the deflection, additional deflection and their first derivatives are adopted as nodal displacement parameters in the discreted finite elements of box-girder, leading to one-dimensional finite element method for the shear-lag effect of box girders. A new shear-lag coefficient is defined in terms of the deflection of the box-girder, based on which the shear-lag effect on box girders is analysed with different boundary conditions considered. Examples show that the shear

  12. 预应力活性粉末混凝土箱梁抗弯性能试验%Experiment on Flexural Behaviors of Prestressed Reactive Powder Concrete Box Girders

    Institute of Scientific and Technical Information of China (English)

    方志; 刘明; 郑辉

    2015-01-01

    In order to study the mechanical behavior of prestressed reactive powder concrete (RPC) box girders ,the flexural behavior tests of two prestressed RPC box girders were carried out .T he force characteristic of RPC box girders and the influence of transverse prestressing force to its flexural performance were studied .The results show that the prestressed RPC box girders display a good deformation capacity ,with a maximal deflection of 1/50 of its span .The crack width and the short‐time stiffness of the RPC box girders can be calculated according to the formula in Technical Specif ication for Fiber Reinforced Concrete Structures (CECS 38 :2004) , with a coefficient of 0 .4 and 0 .2 considering influence from steel fiber , respectively . The transverse prestressing force in the top plate of RPC box girders has little influence on the flexural bearing capacity , but the force can make a more uniform strain distribution of the compressive concrete so as to reduce the shear‐lag effect and increase the ductility of the specimen .By applying a transverse prestressing force of 2 .95 M Pa (only 3 .1% of the RPC prism compressive strength of 94 MPa) at the top plate ,the effective distribution width of box girder increases by 10% ,and ductility index of specimen increases by 3% .The calculated formula to evaluate the cracking moment and the ultimate moment of a prestressed RPC box girders is proposed and verified by the experimental results .%为研究预应力活性粉末混凝土(RPC )箱梁的正截面受力性能,进行了2片预应力RPC箱梁的抗弯性能试验,研究了RPC箱梁的受力变形特征以及顶板横向预应力对其抗弯性能的影响。结果表明:预应力RPC箱梁具有良好的变形能力,其极限变形可超过跨径的1/50;RPC箱梁正常使用阶段的裂缝宽度和短期刚度可参照《纤维混凝土结构技术规程》(CECS 38:2004)的相应公式计算,其中的钢纤维影响系数可分别取为0

  13. 覆膜竹胶模板在现浇箱梁施工中的应用%Application of Coated Bamboo Rubber Template in Situ Box Girder Construction

    Institute of Scientific and Technical Information of China (English)

    王培国

    2012-01-01

    The materials of coated bamboo rubber template is light, its processing and demolition is convenient, and it is easy to operate. So it is widely used in the external and internal model construction of situ box girder. This paper, combined with the actual situ box girder construction, discussed characteristics, scope, process, operation points of coated bamboo rubber template in more detail, for the reference in construction.%覆膜竹肢模板具有材质轻、加工及安拆方便、操作简便特点,广泛用于现浇箱梁外、内模施工,本文结合现浇箱粱施工实际,对覆膜竹胶模板的特点、适用范围、工艺流程、操作要点进行了较为详细的论述,以供施工参考.

  14. Experimental Modal Anlysis of Pedestrian Steel Box Girder Bridge%人行钢箱梁桥模态试验研究

    Institute of Scientific and Technical Information of China (English)

    申杨凡; 杨斌; 何钰龙; 郭凯强; 续琦峰; 王艳琪; 贾艳敏

    2016-01-01

    为了了解人行钢桥的自振特性,运用东华测试系统对某人行钢箱梁桥进行模态测试,得到桥梁的动力特性参数,并将试验测得的固有频率、模态振型与 ANSYS 有限元模型中的模态数据进行对比分析。分析结果表明:该人行钢箱梁桥的基频的试验值与理论值的误差为3.8%,行人的附加模态质量是对试验产生误差的原因之一,但对结构基频的影响不大,这也就证明了采用峰值拾取法处理时域数据是合理的,同时结合模态判定准则所得模态数据也是可信的,通过该模态测试系统可有效地测得模态参数(固有频率、模态振型及阻尼比)。%In order to study the natural vibration characteristics of the pedestrian bridge steel,a pedestrian steel box girder bridge’s model experiment is carried out with Donghua Test System to get the dynamic characteristics of bridge,and comparing Natural frequency and mode shapes with modal data a-nalysis of ANSYS finite element model.The analysis results indicate that the error between the fundamen-tal frequency experiment value and the theoretical value of the pedestrian steel box girder bridge is 3.8%.And the additional modal mass of pedestrian is one of the reasons why the experiment have error,it’s in-fluence is little.What proved that using the Peak Picking Method to manipulation time domain data is rea-sonable.At the same time,the modal date that obtained by combining with the modal criterion is credi-ble.That modal parameters(natural frequency,modal vibration mode and damping ratio)can be measured effectively by the modal testing system.

  15. Construction technology of steel structure shelter with elevated platform arc variable-section box girder%高架站弧形变截面箱梁钢结构雨篷施工技术

    Institute of Scientific and Technical Information of China (English)

    王志峰

    2015-01-01

    Combining with urban rail transit steel structure shelter with variable section box girder as an example,the paper studies construction quality control and limited hoisting construction of steel structure shelter with elevated platform arc variable-section box girder,and solves difficul-ties occurring in quality control and field limitation hoisting process of variable section box girder installation,which has accumulated experience for similar engineering.%结合某市城市轨道交通变截面箱梁钢结构雨篷施工实例,对高架站变截面箱梁钢结构雨篷制作质量控制及场地受限吊装施工展开了技术研究,解决了变截面箱形梁制作安装过程中质量控制及场地受限时吊装过程中的难题,为其他类似工程积累了经验。

  16. Pedestrian bridge steel box girder with steel truss mechanics performance comparison and analysis%钢箱梁与钢桁架人行天桥力学性能对比分析

    Institute of Scientific and Technical Information of China (English)

    申杨凡; 续琦峰; 杨斌; 王绍全; 郭凯强; 王艳琪; 贾艳敏

    2015-01-01

    为了分析并对比钢箱梁与钢桁架人行天桥的力学性能,建立了两者的ANSYS有限元计算模型,通过静力分析,得出钢桁架人行天桥的承载力更大,通过动力特性分析,钢桁架人行天桥较钢箱梁人行天桥更易产生扭转,且钢箱梁的自振频率较钢桁架的自振频率要大。%In order to analyze and contrast the steel box girder and steel truss pedestrian bridge mechanical properties,the ANSYS finite element calculation model is established,by static analysis,we can draw the steel truss of pedestrian bridge bearing capacity is larger,through the analy-sis of the dynamic characteristics of the pedestrian steel truss bridge with steel box girder footbridge reverse easier to be produced,and the natural frequency of vibration of the steel box girders for bigger than the natural frequency of vibration of steel truss.

  17. Manufacture Process of Steel Box Girder for RP Gantry in Some Nuclear Power Station%某核电站RP龙门架箱形钢结构梁制作工艺

    Institute of Scientific and Technical Information of China (English)

    展之芳

    2014-01-01

    In steel structure project, fabrication process of steel box girder is complex, so it is difficult to control welding deformation. This paper introduced the fabrication process of steel box girder for RP gantry in nuclear power station from the material, assembly, welding and correction. The fabrication process ensures the overall geometry of box girder, and guarantees the effective control of welding deformation and welding quality, achieves a certain economic benefits.%钢结构工程中,箱形钢梁制作工艺复杂,焊接变形控制困难。通过从下料、组装、焊接、矫正等方面详细介绍了核电站RP龙门架箱形钢结构梁的制作工艺过程,该过程保证了箱形钢梁的整体几何尺寸,同时又保证了焊接质量并有效控制了焊接变形,取得了一定经济效益。

  18. Application of TMD in Large Span Steel Box Girder Footbridge%TMD在大跨径钢箱梁人行桥上的应用分析

    Institute of Scientific and Technical Information of China (English)

    苑翔

    2013-01-01

    This paper introduces the Tuned Mass Damper (TMD) composition and operation principle of the structure, comparison of advantages and disadvantages of TMD and other control of steel box girder footbridge vibration methods, and combined with the Mianyang No.1 bridge footbridge of Sichuan Province as an example, through the use of text and graph-table combination method, describes vividly the practical application of TMD in large span footbridge.%  介绍了质量调谐阻尼器(TMD)的结构组成以及工作原理,比较了TMD与其它控制钢箱梁人行桥振动方法的优缺点,并结合四川省绵阳市一号桥人行桥为工程实例,通过采用文字与图、表相结合的方式,形象地阐述了TMD在大跨径人行桥中的实际应用。

  19. Experimental Study on Structure-Borne Noise of Railway 32 m Simply-Supported Concrete Box-Girder%铁路32 m混凝土简支箱梁结构噪声试验研究

    Institute of Scientific and Technical Information of China (English)

    李小珍; 张迅; 刘全民; 张志俊; 李亚东

    2013-01-01

    以32 m单线和双线单室混凝土简支箱梁为对象,通过噪声试验、结构有限元和声学有限元分析,研究箱梁结构噪声的声辐射特性、峰值频率产生的原因及评价方法.结果表明:列车通过桥梁时,离箱梁表面较远处的噪声级起伏不大,可采用稳态算法简化分析;混凝土箱梁的结构噪声主要分布在250 Hz以下,且随频率的增加而迅速衰减,因此理论预测时可将250 Hz作为截止频率;单线和双线箱梁的2个噪声峰值频率分别为63和160 Hz,以及50和315 Hz,二者均在第1个峰值频率处达到最大声压级,且此峰值频率处的噪声具有明显的有调性;不同箱室尺寸箱梁的结构噪声声辐射差异较大,车速并不是噪声的第一决定因素;混凝土箱梁结构噪声的峰值频率出现在声辐射效率和振动响应均较大处,因此应避免结构振动模态和空腔声学模态重合而导致空腔共鸣引起的噪声被放大;建议修订铁路噪声相关规范时,考虑混凝土箱梁低频结构噪声的危害.%Based on the study objects of single-and double-track simply-supported concrete box-girders with only one cell and a span of 32 m,this paper investigated the sound radiation characteristics of structure-borne noise,reasons leading to peak frequency and evaluation methods by field measurements,structural and acoustical finite element analysis.The results show that:during a train runs across bridge,the noise far away from the box-girder surface fluctuates slightly,which means that simplified steady-state acoustic analysis is feasible; structure-borne noise from concrete box-girder dominates in the frequency lower than 250 Hz and decreases rapidly with increasing frequency,accordingly,250 Hz can be regarded as the upper limiting frequency for theoretical prediction; the two frequencies of peak noise of single-and doubletrack box-girder are 63 and 160 Hz,as well as 50 and 315 Hz,respectively,and the noise reaches

  20. 大跨结构箱形曲梁的平面内整体稳定性能分析%Analysis of In-plane Stability Performance of Large Span Steel Structure Curved Box-girders

    Institute of Scientific and Technical Information of China (English)

    王元清; 刘莉媛; 丁大益; 石永久; 完海鹰

    2012-01-01

    In order to study the in-plane stability performance of the arc axis both ends hinged curved box-girders, numerical method theory was carried out using finite element software ABAQUS. Two-dimensional curved girder models were established to simulate the in-plane stability of curved box-girders. Influences of different central angles, different slenderness ratio, and different initial geometric imperfections on the in-plane stability performances of the curved box-girder were considered. The differences and laws of the numerical solution and classic theoretical solution of the elastic buckling factor were gained. Effects on the stability factor and regularization slenderness ratio of the initial geometric imperfections were given, and the form of axial load-moment curve was calculated as well. The design formulae for calculating the in-plane stability of arc axis curved box-girders can provide theoretical basis and suggestions for the future design.%为研究两端铰接圆弧轴线箱形截面曲梁的平面内整体稳定性能,采用数值方法对其进行了理论研究,采用ABAQUS有限元软件建立了二维的曲梁模型,模拟曲梁的平面内稳定问题.研究了不同圆心角、不同长细比,以及不同大小的初始几何缺陷对圆弧轴线箱形截面曲梁平面内稳定性能的影响,得到了弹性屈曲系数的数值解与经典理论解的差异和规律,给出了初始几何缺陷对稳定系数和正则化长细比关系曲线的影响,并且计算得到了该形式曲梁的轴力-弯矩关系曲线.提出的圆弧轴线箱形截面曲梁平面内稳定的设计公式可为今后的设计提供理论依据和建议.

  1. A case study of interior low-frequency noise from box-shaped bridge girders induced by running trains: Its mechanism, prediction and countermeasures

    Science.gov (United States)

    Zhang, Xun; Li, Xiaozhen; Hao, Hong; Wang, Dangxiong; Li, Yadong

    2016-04-01

    A side effect of high-speed railway and urban rail transit systems is the associated vibration and noise. Since the use of concrete viaducts is predominant in railway construction due to scarce land resources, low-frequency (20-200 Hz) structure-radiated noise from concrete bridges is a principal concern. Although it is the most commonly used bridge type, the mechanism of noise emission from box-shaped bridge girders when subjected to impact forces from moving trains, which sounds like beating a drum, has not been well studied. In this study, a field measurement was first made on a simply-supported box-shaped bridge to record the acceleration of the slabs and the associated sound pressures induced by running trains. These data indicated that a significant beat-wave noise occurred in the box-shaped cavity when the train speed was around 340 km/h, which arose from the interference between two sound waves of 75.0 Hz and 78.8 Hz. The noise leakage from the bridge expansion joint was serious and resulted in obvious noise pollution near the bridge once the beat-wave noise was generated in the cavity. The dominant frequency of the interior noise at 75.0 Hz was confirmed from the spectrum of the data and the modal analysis results, and originated from the peak vibration of the top slab due to resonance and the first-order vertical acoustic mode, which led to cavity resonance, amplifying the corresponding noise. The three-dimensional acoustic modes and local vibration modes of the slab were calculated by using the finite element method. A simplified vehicle-track-bridge coupling vibration model was then developed to calculate the wheel-rail interaction force in a frequency range of 20-200 Hz. Numerical simulations using the boundary element method confirmed the cavity resonance effect and the numerical results agreed well with the data. Based on the calibrated numerical model, three noise reduction measures, i.e., adding a horizontal baffle in the interior cavity, narrowing

  2. Bar Simulation Method for Analysis on Long-term Behavior of Reinforced Concrete Box Girder%配筋混凝土箱梁长期受力性能的比拟杆分析

    Institute of Scientific and Technical Information of China (English)

    方志; 伍琼芳; 曹国辉

    2012-01-01

    为使配筋混凝土箱梁长期受力性能的分析趋于简便,将线弹性匀质箱梁短期弯曲性能分析的比拟杆法推广应用于其长期受力性能的分析.引入按龄期调整的有效弹性模量来考虑箱梁混凝土徐变的影响,基于换算截面的原理来考虑箱梁配筋的影响,建立能综合考虑箱梁受力特征和配筋影响的混凝土箱梁长期受力性能分析的比拟杆法.对一根预应力混凝土模型箱梁进行长达l001d的徐变试验,并用其结果对所提方法的适用性进行验证.结果表明:混凝土箱梁长期受力性能的比拟杆法计算结果与试验结果之间吻合较好.与试验值相比,t0~1001d时段内箱梁顶板混凝土压应变的计算值相差7%~11%、跨中截面长期挠曲变形的计算结果相差9%~17%.随着持荷时间的增长,箱梁顶板的剪力滞系数逐渐减小,持荷1001d后剪力滞系数减小了7.1%.%In order to develop a simple method to determine the long-term behavior of the reinforced concrete box girder structure with the shear lag effect of box girder involved, a new bar simulation method was presented in which the Age-adjusted Effective Modulus was used to consider the effects of concrete creep and the principle of transformed section was used to consider the effects of reinforcement. The results of the method were testified by the long-term performance test of a prestressed concrete simply-supported box girder under sustained loading of 1001d. The results show as follows:The developed method can give a reasonable prediction to the creep reponse of the concrete box girder; compared with the measured values, the predicted compressive strain in the top plate and the long-term deflection at the mid-span of the tested box girder is of error range of (7~11)% and (9~17)% respectively;the shear lag coefficient of the top plate of the box girder reduces gradually in extension of the sustained loading period and till by 7. 1% after 1001d.

  3. Design and Analysis of Simple Supported Box Girder on Ballastless Single Track of High Speed Railway%高速铁路无砟轨道单线简支箱梁结构设计与分析

    Institute of Scientific and Technical Information of China (English)

    杨鹏健

    2015-01-01

    结合350km/h高速铁路常用跨度无砟轨道单线简支箱梁通用参考图设计,介绍该箱梁在梁高、桥面宽度、二期恒载、支座横向中心距、梁端构造等方面的受力分析以及从景观性、经济性方面阐述腹板斜率、外轮廓圆弧倒角等细部构造,并通过计算分析选定合理值。%Based on the General Reference Drawing for Simple Supported Box Girder with Common Span on Balastless Single Track for 350 km/h High Speed Railways, this paper focuses on the analysis of stresses with respect to girder height, bridge deck width, secondary dead load, transverse center distance of bearing, girder end structure, and web slope and arc chamfering of outer contour and other micro structures are illustrated in terms of outlook and economy. Furthermore, reasonable values for these parameters are determined through calculation.

  4. 预应力混凝土连续宽箱梁偏载系数研究%Research of Unbalanced Coefficient of Prestressed Concrete Continuous Wide Box Girder

    Institute of Scientific and Technical Information of China (English)

    辛慧; 赵玲

    2014-01-01

    Taking prestressed concrete single box multi-cells continuous wide box Girder Bridge at Tongqi street Nantong city as the background, the paper establishes entity unit spa-tial finite element models. There is a comparison between calculated value which is got though increasing the coefficient of normal stress in each location point of box Girder min-span calculation section and the value calculated by common sim-plified method. The paper discusses the feasibility of the simp-lified calculation method and offers a reference for the similar engineering design.%以南通通启路高架工程的预应力混凝土单箱多室连续宽箱梁桥为背景,建立实体单元空间有限元模型,将箱梁跨中截面各位置点的正应力增大系数计算值与常用简化计算方法所得值进行对比,探讨简化计算方法的可行性,供同类工程设计参考。

  5. Study about Ultimate Bearing Capacity of Large Steel Box Girder under the Action of Shear Force%剪力作用下大型钢箱梁极限承载力研究

    Institute of Scientific and Technical Information of China (English)

    王龙奉; 吕彭民; 徐田

    2015-01-01

    The rules about the ultimate bearing capacity of the welded box girder in the current GB5001 7-2003 “Structural Design Specification”are faulty.The influences of the material non-linearity, geometrical non-linearity and the initial defect are considered in this paper.The arc length increment method obtained by revising Newton-Raphson formula is used to solve the ultimate bearing capacity of welded box girder under the action of the shear force,and the correctness of the calculation method is validated through the model tests.The formula used to calculate the stable ultimate bearing capacity under the action of the shear force of the box girder is summarized through large of simulation calculations.The method relates di-rectly the ultimate bearing capacity to the height to thickness ratio of the web and width to thickness ratio of the wing plate,which has the reference value to calculate and design the stable ultimate bearing capacity of the welded box girder.%现行 GB50017-2003《钢结构设计规范》对焊接箱形截面梁极限承载力规定还比较粗糙,本文考虑材料非线性、几何非线性和箱梁初始缺陷的影响,采用对 Nweton-Raphson 公式进行修正的弧长增量法求解剪力作用下焊接箱梁极限承载力,并通过模型试验,验证了计算方法的正确性。通过大量的数值模拟仿真计算,归纳总结出了箱形截面梁在剪力作用下稳定极限承载力计算公式。该公式把极限承载力与腹板高厚比、翼板宽厚比直接关联起来,对焊接箱形截面梁稳定极限承载力的计算及设计具有参考价值。

  6. Model Test of Continuous Composite Box Girder in Hong Kong-Zhuhai-Macao Bridge%港珠澳大桥组合连续箱梁模型试验研究

    Institute of Scientific and Technical Information of China (English)

    刘沐宇; 毛玉东; 邓晓光; 徐镜; 张强; 卢志芳

    2014-01-01

    A two-span composite continuous box girder (2 × 8.5 m) test model was designed based on the HZMB shallow water non-navigable bridge according to principle of similitude.Gradation loading test and finite element modeling were researched based on the actual construction process and operation load.The experimental results show that under 100% and 150% normal operation loads,the measured value of each key strain and deflection measure point in steel girder and concrete is linear,and the connection between the shear studs of cluster type and concrete slab is well.In addition,the unloading spring-back strain and deflection is small.In a word,for the high safety capacity and excellent structural overall performance,the continuous composite box girder bridge should be popularized and applied.%以港珠澳大桥组合连续箱梁为研究背景,基于相似原理设计制作了2×8.5m的钢-混组合连续箱梁试验模型.根据实桥施工过程和运营荷载,对试验模型开展分级加载试验和有限元模拟.结果表明:正常运营和150%运营荷载下,集束式剪力钉和混凝土板连接良好,钢箱梁、混凝土板应变和挠度呈线性增长,且卸载回弹良好,表明钢-混组合连续箱梁桥受力安全储备高,结构整体性能好,值得推广应用.

  7. PC连续箱梁合龙束横向效应%Transverse Effect of Bottom Continuity Tendons in Continuous PC Box Girder

    Institute of Scientific and Technical Information of China (English)

    项贻强; 唐国斌; 朱汉华; 晁春峰

    2011-01-01

    Bottom continuity tendons induce transverse additive effect while providing longitudinal compression during the construction of PC box girder. Taking a cross-sea bridge for example, the mechanism of bottom continuity tendon is investigated. The transverse effect and parameters study are conducted through a refined model. It is illustrated that the state of bottom flange is in a dynamic changeable process during the tensioning of bottom continuity tendons, and the transverse effect caused by the tendons is much more than that by dead loading and other prestressing tendons. The transverse effect is more sensitive to alignment and thickness of the bottom flange, as well as concrete cover of the ducts. Finally, based on the simplified frame analysis, the design method is proposed by introducing prestressing effect simplified factor and duct modified factor.%PC连续箱梁合龙束张拉不仅使底板纵向受压,同时在横向产生附加效应;以某跨海大桥为例,对底板合龙束作用机理进行探讨,并通过精细有限元模型,对施工过程中合龙束的横向效应进行分析和参数研究;结果表明,合龙束张拉过程中底板横向应力处于动态变化过程,其横向效应远大于恒载和其它预应力作用结果,同时,合龙束的横向效应对底板的线形、厚度及孔道保护层较为敏感;最后,基于横向框架法,通过引入预应力效应简化系数和孔道修正系数,提出合龙束横向效应的简化计算方法.

  8. Design of Prestressed Concrete Box Girder Based on Life Cycle%基于全寿命周期的预应力砼小箱梁设计

    Institute of Scientific and Technical Information of China (English)

    余少华

    2013-01-01

    With the increasing age of bridge girders,performance degradation is an unavoidable phenomenon. In addition to the natural aging,the bridge performance degradation can be attributed to many factors,such as the bridge construction speed,short design cycle,the outdated design concepts,serious overload,lack of mainte-nance and so on. Therefore,it is significant to take into consideration the whole bridge life cycle in the scientific design of bridges. This study first collected the road area data of a newly built bridge,including environmental data,traffic data and other basic structure data,then divided the life cycle with reference to the bridge mainte-nance specification provisions of the management and maintenance unit,and finally analyzed the cycle cost. This preliminary study on the cycle life of commonly-used prestressed concrete box beam tries to provide some reference for the bridge design.%随着桥龄的增加,主梁性能老化是无法避免的现象。然而桥梁性能退化除了自然老化外,还与桥梁建设速度过快、设计周期短、理念陈旧、超载超限严重、疏于管养等因素有关。因此,科学的设计应把桥梁纳入全寿命周期考虑,本研究先搜集了新建桥梁公路干线所在地区的相关数据,如环境数据、交通量、基本及已建桥梁的结构数据,再结合管养单位执行的桥梁养护规范规定划分生命周期,进行周期成本分析,对常用的预应力砼小箱梁进行了全寿命周期设计的初步研究,以供同道参考。

  9. On analysis of construction technique of prestressed concrete continuous box girder at curve section%谈曲线段预应力混凝土连续箱梁施工技术

    Institute of Scientific and Technical Information of China (English)

    贺喜萍

    2011-01-01

    结合具体工程实例,针对曲线段预应力混凝土连续箱梁施工技术进行了探讨,分别阐述了桥孔平面线形处理,弦弧差调整,墩顶连续端的处理,基桩坐标的确定等内容,以期指导今后同类工程,保证曲线段预应力混凝土箱梁平面线形美观。%Combining with the factual project examples,the paper explores the construction technique of the prestressed concrete continuous box girder at curve section,illustrates the treatment of the plane alignment of bridge holes,the adjustment of chord and arc difference,and the treatment of the continuous ends of pier tops,and the identification of the coordinate of foundation piles,so as to direct the similar projects and ensure the beauty of the plane lines of the prestressed concrete continuous box girder at curve section.

  10. Current status of research on fatigue damage in steel box girder of cable-supported bridge in China%我国缆索支承桥梁钢箱梁疲劳损伤研究现状

    Institute of Scientific and Technical Information of China (English)

    吉伯海

    2014-01-01

    针对钢桥运营安全亟需关注的热点问题之一---缆索支承桥梁钢箱梁的安全性、耐久性,回顾我国钢箱梁疲劳损伤相关研究概况及主要成果,分析总结过去研究中存在的难点与热点问题,并对今后的发展方向提出了展望与建议。%The safety and durability of the steel box girder of cable-supported bridges has become a compelling subject in steel bridge safety operation. This paper provides a review on the research status and main results of fatigue damage in steel box girders in China, presents an analysis of the difficulties and pressing issues in previous research, and puts forward prospects and suggestions for the future development.

  11. The Compare Between Steel Box Girder And Steel Truss In City Overpass%钢箱梁及钢桁架城市人行天桥对比分析

    Institute of Scientific and Technical Information of China (English)

    范旭辉

    2012-01-01

    Steel box girder bridges are widely used in our city pedestrian bridge and it has the characteristic such as linear appearance and easy factory prefabricated construction. However, due to the need to control the vertical nat- ural vibration frequency, the box girder general beam steel is too high. As a result the steel truss bridge in the city pedestrian bridge is also a widely the popularity of the bridge type. The particle compares among the same span of two bridge type comprehensive comparison of the amount of structural steel, vertical natural frequency, constructa- bility, stairways climbed higher.%钢箱梁桥在我国城市人行天桥中应用广泛,其优点是线型美观,工厂预制装配式施工方便等。然而由于需要控制竖向自振频率,钢箱梁一般梁高过高,造成压抑感强,两侧梯道过长等缺点也不容忽视,因此钢桁架桥在城市人行桥中也是一种可以广泛普及的桥型,本文对相同跨径的两种桥型就结构用钢量、竖向自振频率、施工性、梯道爬高等方面进行了综合对比。

  12. Local stress analysis of flat steel box girder with circular arc lower desk%圆弧形底面扁平钢箱梁局部应力分析

    Institute of Scientific and Technical Information of China (English)

    饶瑞; 黄小峰; 林桢楷

    2011-01-01

    A flat steel box girder with circular arc lower desk was analyzed by two steps with two models, a whole bridge model established by larger scale elements and a segment model established by little scale elements. The whole bridge model was analyzed firstly to determine the boundary condition for the segment mod el. Then the local stress distributions of the upper desk and the lower desk were studied based on the segment model with the obtained boundary condition under the dead load and the living load. It is found that shear lag effects are significant in the upper and the lower desk and that effects of the ribs on the mid - span section are larger then that on the section near the pier. Comparisons of the lower desk stress dlstributions between two kinds of the flat steel box girder show that stress distributions of the girder with fold line lower desk are uniform than that of the girder with circular arc lower desk.%采用从整体到局部、从粗放到精细的两阶段两尺度分析方法,对国内首个圆弧形底面扁平钢箱梁在运营状态下的局部应力进行分析.用大尺度单元建立全桥模型,用小尺度单元建立梁段模型.通过分析全桥模型获得梁段模型的边界约束力.在此基础上,利用梁段模型研究钢箱梁在恒载和活载作用下项、底板的应力响应.研究表明:圆弧形底面扁平钢箱梁顶、底板均存在剪力滞现象,U肋对跨中截面应力分布的影响大于墩顶附近截面.圆弧形底面钢箱梁的底板正应力不均匀程度略大于折线形底面钢箱梁.

  13. 某预应力混凝土箱梁桥悬臂施工中底板纵向裂缝成因分析及处理措施%Analysis of Causes Inducing Longitudinal Cracks in Base Slabs During Cantilever Construction of A Prestressed Concrete Box Girder Bridge and Treating Measures

    Institute of Scientific and Technical Information of China (English)

    胡志红; 王攀; 邹红丹

    2015-01-01

    The bridge cited as an example in this study is a combined prestressed concrete con-tinuous beam and rigid-frame composite box girder bridge with span arrangement of(80+2 × 150+80) m.The box girder adopts the two-cell single box cross section with straight diaphragms ,cas-ted in situ in cantilevers using form travelers.During the construction of the first 8 sections ,longi-tudinal cracks were found in the base slabs of the box girder.ANSYS was used to establish the fi-nite element models of the No.1 and No.2 box girder sections and calculate the stress distribution condition of the girder under 4 load cases.By analyzing the distributive law of the cracks in the base slabs of the girder ,the transverse stress and temperature during the curing of the box girder concrete were monitored.and the causes inducing longitudinal cracks in the base slabs of the box girder was analyzed.The results of the analysis indicate that the gradient thermal loading effect in-side the concrete takes the major responsibility for longitudinal cracks.T hen the measures for in-tensifying the transverse prestressing tendons in the base slabs of box girder were proposed.The curing of base slabs should also be given enough attention.By using the aforementioned measures , no marked longitudinal cracks were found in the base slabs of the box girder during the construc-tion monitoring of the girder sections.%某预应力混凝土连续梁-刚构组合箱梁桥跨径布置为(80+2 × 150+80 ) m ,箱梁为直腹板单箱双室截面 ,采用挂篮悬臂现浇施工 ,在前8个节段的施工过程中 ,箱梁底板出现了纵向裂缝.采用ANSYS建立1号、2号节段箱梁实体有限元模型 ,计算4种荷载工况下箱体的应力分布情况 ,并监测箱梁混凝土养护过程中的横向应力和温度 ,分析了箱梁底板纵向裂缝开裂原因.分析得出混凝土内部的梯度温度荷载效应是底板产生纵向裂缝的主要原因 ,提出加强箱梁底板的横向配筋及

  14. 简直转连续斜箱梁桥单梁静载试验分析%PRESTRESSED REINFORCED CONCRETE SIMPLY SUPPORTED-CONTINUOUS BOX GIRDER SINGLE STATIC LOAD EXPERIMENT AND ANALYSIS

    Institute of Scientific and Technical Information of China (English)

    张宏祥; 曹岩

    2013-01-01

    The single static load experiment is one of the important means to identify whether the bridges can be normal operationed or not during the normal operation period. We can detect whether single static structure performance meets the requirements of design documents and specifications and guarantee the safety of bridge after the completion of the bridge by the single static load experiment This paper unifies some prestressed reinforced concrete box example. It introduced the experiment examination content, the testing sequence, and the test result analysis of the prestressed reinforced concrete box girder simply supported - continuous static load testing. We can make a correct evaluation of prestressed reinforced concrete box girder, and provide the basis for future tests by summarizing the results of static loading test%单梁静载试验是检验桥梁在正常运营期间能否保证桥梁正常运营的一个重要手段,通过对单梁静载试验,检测单梁的结构性能是否达到设计文件和规范要求,保证成桥后桥梁的安全.结合某预应力混凝土斜箱梁实例,介绍预应力钢筋混凝土简直转连续单梁静载试验的检测内容、试验步骤和试验结果分析.总结单梁静载试验结果,对预应力钢筋混凝土简直转连续梁桥作出正确的质量评估,为以后的试验提供理论依据.

  15. 60 Meters Steel Box Girder Installation across Existing Railway with Bridge Machine Technique%采用架桥机进行跨既有铁路60m钢箱梁安装施工技术

    Institute of Scientific and Technical Information of China (English)

    郝晋新

    2012-01-01

    Taking Shanxi Pingyang freeway LJ26 contract section of Taiyuan hub K119 + 555 overpass bridge project as an example, for problems in large span steel box girder across existing railway construction, by comparison of the schemes pro- posed, and finally the paper selects the integral installation construction method of large span steel box girder with new bridge machine across the existing double railway electrification, and accordingly independent design and manufacture of a kind of YQXZ240t-60A3 bridge erecting machine is made. The paper introduces the composition of bridge erecting machine, and summarizes the keg construction process of the bridging machine for large span steel box beam erection construction.%以山西省平阳高速公路LJ26合同段太原枢纽K119+555跨线桥工程为例,针对大跨度钢箱梁跨既有铁路施工时遇到的难题,经方案比选,提出并最终采用新型架桥机进行上跨既有双线电气化铁路的大跨度钢箱梁的整体安装施工方法,并据此自主设计制造了一种YQXZ240t一60A3架桥机。介绍了架桥机的组成,总结了采用该架桥机进行大跨度钢箱梁架设施工的关键施工工艺。

  16. 铁路混凝土箱梁箱内空腔共鸣噪声及其影响研究%Study on Cavity Resonance Noise of Railway Concrete Box-Girder and Its Influence

    Institute of Scientific and Technical Information of China (English)

    张迅; 王党雄; 李小珍

    2015-01-01

    为探讨铁路混凝土箱梁箱内空腔共鸣噪声及其影响,以某客运专线32 m预应力混凝土简支箱梁为研究对象,开展实桥振动与噪声试验,分析箱梁振动与噪声的时域特性及频谱特性。采用有限元法建立三维空腔声模型,分析箱内空腔声模态与腔内噪声峰值的关联性。采用边界元法分别建立两端封闭与两端开口的箱梁声学模型,验证箱内空腔共鸣噪声的来源及其影响。结果表明:在特定行车速度下,箱内噪声出现“拍”现象,显著增大箱内噪声,瞬时最大声压可达40 Pa,峰值频率为75.0 Hz;箱内噪声的“拍”现象来源于顶板的振动噪声,顶板的振动峰值频率与箱内空腔垂向声模态频率吻合时,箱内噪声显著增大;由于梁缝的声泄漏特性,箱内空腔共鸣噪声在梁缝处衰减较大,但其对桥梁两侧总体噪声的影响不可忽略。%In order to study the cavity resonance noise of concrete box-girder and its influence,a field test con-cerning vibration and noise of a 32 m PC simply-supported box-girder was carried out,to investigate the time-domain characteristics and frequency spectrum characteristics of vibration and noise of the box-girder.A 3D cavity acoustical model was established based on FEM to analyze the correlation between cavity acoustic mode and cavity noise peak.Two acoustical models for box-girders with closed ends and open ends,were built based on BEM,respectively,to verify the source and influence of cavity resonance noise.Results showed that the“beat”wave phenomenon of cavity noise appeared under a specific train speed,significantly increasing the cavi-ty noise,with the transient maximum sound pressure of cavity noise reaching 40 Pa and the noise peak frequen-cy being 75.0 Hz;The “beat”wave phenomenon of cavity noise derived from the vibration of deck.When the peak vibration frequency of deck matched with the frequency of vertical acoustic modal of the cavity

  17. An improved approach for analyzing shear lag effect of box girders%箱形梁剪力滞效应的改进分析方法研究

    Institute of Scientific and Technical Information of China (English)

    张元海; 白昕; 林丽霞

    2012-01-01

    以薄壁箱梁的弯曲理论为基础,从分析翼缘板的面内剪切变形和弯曲剪力流的分布规律入手,从理论上证明二次抛物线是箱形梁剪力滞效应分析中的合理翘曲位移函数。选取剪力滞翘曲位移函数时,对悬臂板和底板引入修正系数,并考虑翘曲正应力的平衡条件。对箱形梁横截面上新出现的广义内力给出明确定义并称之为剪滞力矩,从分析正应力在翘曲虚位移上的虚功出发,揭示所定义的剪滞力矩即为相应于剪力滞广义位移的广义内力。对简支箱梁和连续箱梁模型的应力计算表明,计算值与实测值吻合良好,从而证实该文的分析方法和建立的公式是正确的。挠度计算表明:剪力滞效应使简支箱梁和连续箱梁算例的跨中挠度分别增大12%和19%,工程实践中必须认真对待。%Based on the flexural theory for thin-walled box girders, quadratic parabola is proved to be reasonable as the warping displacement function in shear lag effect analysis of a box girder through investigating the in-plane shear deformation and the shear flow in the flanges. Modified factors for the cantilever and bottom slabs are introduced in the warping displacement function for shear lag and the equilibrium condition for warping stresses is also considered. The new generalized internal force is defined explicitly and named as shear lag moment, which is proved to be the generalized moment corresponding to the generalized displacement for shear lag, through analyzing the virtual work done by the normal stress on the virtual warping displacement. Simply supported and continuous box girder models are analyzed and the calculated results are in good agreement with the test results, which validates the proposed method and formulas. For the simply supported and continuous box girder models, shear lag effect increases the mid-span deflections by 12% and 19%, respectively, which should be treated

  18. 曲线薄壁箱梁侧向静力分析的能量变分法%ENERGY-VARIATIONAL METHOD OF LATERAL STATIC ANALYSIS OF THIN-WALLED CURVED BOX GIRDERS

    Institute of Scientific and Technical Information of China (English)

    甘亚南; 周广春; 吴亚平

    2011-01-01

    以能量变分原理为基础,在曲线箱梁侧向综合考虑了剪力滞后和剪切变形效应的影响,建立了薄壁曲线箱梁的侧向弹性控制微分方程和自然边界条件,获得了相应广义位移的闭合解.论文提出了一种曲线箱梁侧向静力学特性分析的解析法,揭示了各参数之间的内在联系.算例中论文解析解与板壳有限元结果吻合较好,证明了本文方法的有效性,因而更具理论价值和工程实际意义.%Based on the energy variation principle, this paper proposes an approach of analyzing the effect of shear lag,shear deformation on the lateral static characteristic of curved thin-walled box girders generally applied in engineering. The minimum potential principle is applied to establish the lateral governing differential equations and the corresponding natural boundary conditions. The closed-form solutions of generalized displacements are obtained. The variations of shear lag effects of curved box girders,caused by the change of factors such as span-height ratio,types of loading and natural boundary conditions,are discussed. The results are compared with finite shell element solutions to verify the validity of the proposed approach.

  19. 高铁板式轨道区段箱梁结构噪声辐射分析%Noise Radiation Analysis of Box-girder Structure in Slab Track Section of High Speed Railways

    Institute of Scientific and Technical Information of China (English)

    石广田; 杨新文; 张小安; 杨建近

    2015-01-01

    A high speed train-track coupling dynamics model was established using Simpack software, and the wheel/rail vertical contact force excited by track irregularity spectrum was calculated. The wheel/rail vertical force was taken as a boundary condition and applied to the finite element model (FEM) of an elevated box girder structure to calculate its surface vibration response. Then, the vibration response was taken as the acoustic boundary conditions and was applied to the bound-ary element model (BEM) of the elevated box-girder structure to analyze its sound radiation. The results show that, using the finite element method and the boundary element method, the vibration noise of the concrete simply-supported box-beam structure can be effectively calculated with shell elements. The vibration noise is mainly concentrated in the low frequency range of 0-200 Hz, and the peaks mainly appear at the central frequencies of 16 Hz, 25 Hz, 80 Hz-100 Hz. The sound pres-sure level decreases with the increase of the distance from the ground in the lateral sound field and this tendency is more ob-vious for lower frequency sound field. The sound pressure level generally increases with the increase of the distance from the ground in the vertical acoustic field, and the sound pressure level in far field area does not change obviously for the fre-quencies below 31.5 Hz. In the range of 80 Hz-100 Hz, the sound pressure levels of the field points near the girder, especial-ly above the girder, are higher than those in the other regions.%利用Simpack软件建立高速列车-轨道耦合动力学模型,计算在轨道不平顺谱激励下的轮轨垂向力,以此作为载荷边界条件施加到高架箱梁结构的有限元模型。计算了高架箱梁表面的振动响应,并利用箱梁结构振动响应作为声学边界条件。进而又采用间接边界元法对其进行声辐射分析。研究结果表明,利用板壳单元,采用有限元—边界元方法能够有效

  20. Behaviors of Precast Fabricated Box Girder Bridge using Reactive Powder Concrete%预制装配式活性粉末混凝土箱梁桥的结构性能

    Institute of Scientific and Technical Information of China (English)

    魏亚雄; 方志

    2016-01-01

    A new kind of ultra-high performance cement-based material,RPC (Reactive Powder Concrete),can significantly reduce the weight of structure and decrease the inertia load,when applying to build the prefabricated beam of bridge.It has lower shrinkage and high durability after hot water cu-ring.Base on a project of a 4 ×30 m prefabricated PC continuous box girder bridge,a prefabricated box girder bridge with the same span using RPC was designed.Its mechanical properties were studied and a comparative study of the economy of the PC and RPC bridges were carried out.The results showed that, both the overall and the local mechanical properties of the RPC bridge met the specification requirements, and its stress level or deformation during service even had more safety margin.The plate section of girder became thinner,and the consumption of concrete and prestressd tendons decreased by 25.4% and 27.5%.Therefore,the prefabricated RPC box girder bridge was proven to be a favorable plan and can be applied widely in the future.%超高性能活性粉末混凝土 RPC(Reactive Powder Concrete)应用于装配式梁桥中,不仅能有效减轻结构自重、增加结构抵抗使用荷载的有效性,还能充分发挥其在热养护条件下收缩徐变小且耐久性好的优点,是一种极具应用前景的新型水泥基材料。以一座4×30 m 的普通预应力混凝土装配式连续箱梁桥为背景,提出了同等跨径的 RPC 装配式箱梁桥方案,对其结构的受力性能进行了分析,并将二者的经济性能进行了比较。结果表明:提出的 RPC 箱梁桥整体和局部受力性能均满足现行规范要求,使用阶段应力以及变形尚有较大的安全储备;采用RPC 可令主梁板件厚度减小,使混凝土和预应力筋用量分别减少25.4%和27.5%。因此,预制装配式 RPC 箱梁桥作为一种可供选择的优选方案,具有良好的推广应用前景。

  1. Comparison of Temperature Loadings of Bridge Girders

    Directory of Open Access Journals (Sweden)

    J. Římal

    2008-01-01

    Full Text Available This paper compares the effect of temperature changes on the superstructure of bridges, above all the effect of non-uniform temperature. Loadings according to standards ESN 73 6203, ENV 1991-1-5 and DIN 1072 are compared here. The paper shows a short summary of temperature loading according to each standard and shows the comparison of bending moments arisen from these temperature loadings on superstructure made from continuous girder from a steel-concrete box girder with a composite concrete slab. With respect to a variety of design processes, the comparison is made without any coefficient of loading, combination or material. 

  2. Numerical simulation for local failure of a steel box girder under blast loading%钢箱梁爆炸冲击局部破坏的数值模拟

    Institute of Scientific and Technical Information of China (English)

    蒋志刚; 朱新明; 严波; 姚术健

    2013-01-01

    The local failure of a steel box girder under blasting loads of vehicle bomb (TNT equivalent 100-500kg)was investigated with the nonlinear finite element software LS-DYNA and the fluid-solid coupling method ALE Multimaterial formulations.The results showed that there are two local failure modes of a steel box girder,one is that the deck and bottom plates rupture locally; the other is that the deck plate ruptures locally and the bottom plate does not rupture but has a local large plastic deformation; the main failure modes of diaphragms are large bending plastic deformation and rupture; the failure parameters increase nonlinearly with increase in explosive TNT equivalent; the impact effect of shock wave within the box on the bottom plate and diaphragms is less than the impact effect of the deck's fragments,the latter is the main cause of the local large plastic deformation and rupture of the bottom plate and diaphragms.%运用LS-DYNA非线性有限元软件,采用ALE多物质流-固耦合算法,研究了汽车炸弹(TNT当量100~500 kg)桥面爆炸冲击作用下钢箱梁的局部破坏.结果表明,钢箱梁局部破坏模式有两种:(1)桥面板和底板均破口;(2)桥面板破口,底板产生局部塑性大变形.隔板的主要破坏模式为弯曲塑性大变形和破口.破坏参数随炸药当量的增加呈非线性增加.箱体内冲击波对底板、隔板的冲击作用相对较小,顶板破片的冲击作用是底板和隔板产生局部塑性大变形和破口的主要原因.

  3. 箱型桥梁结构的面板声学贡献分析%Application of panel acoustic contribution theory in study of noise fro m simply -supprted box girder in high speed rail way

    Institute of Scientific and Technical Information of China (English)

    刘林芽; 付奇川; 邵文杰; 李纪阳

    2015-01-01

    Taking the high speed railway 32 m concrete simply -supported box bridge as the research object,the theses used finite element software to set up for high speed railway track -bridge analysis model.Then,based on the theory of vehicle -track -bridge coupling vibration,this paper analyzed the vertical vibration of the struc-ture of the bridge.A vertical vibration response was finally gotten as boundary conditions,which we use in the boundary element model of box girder structure noise prediction.At the same time,based on panel acoustic con-tribution analysis theory,the box beam body panel pressure contribution analysis and panel acoustic power analy-sis were done.In this way,we determined the largest position of body radiation noise for box beam .The results of the study show that if the train speeds up to 200 km /h on the elevated rail,box beam body radiation noise mainly occur within the range of 0 -100 Hz,of which 20 Hz and 42 Hz are prominent peak.Meanwhile,by the panel acoustic contribution analysis,we come to the conclusion that the part of main radiation noise comes from the box girder roof and the two flank flange panel.%以高速铁路32 m 混凝土简支箱型桥梁为研究对象,通过有限元软件建立了轨道-桥梁分析模型,采用车辆-轨道-桥梁耦合振动理论,分析了桥梁结构的竖向振动,并将得到的竖向振动响应作为边界条件,导入到箱梁边界元模型中预测箱梁结构噪声。同时基于面板声学贡献分析理论,进行了箱梁梁体的面板声压贡献分析和声功率贡献分析,确定箱梁梁体辐射噪声的最大部位。研究结果表明:列车以200 km/h 的速度运行在高架轨道上时,箱梁梁体辐射噪声主要集中0-100 Hz 范围内,其中在20 Hz 和42 Hz 左右有比较突出峰值。同时由面板声学贡献分析可知箱梁梁体主要辐射噪声的部位是箱梁的顶板和两侧翼缘板下面板。

  4. MTMDs控制高速铁路简支箱梁桥车致振动噪声的研究%Structure-borne noise control with MTMDs for a high-speed railway simply supported box-girder bridge

    Institute of Scientific and Technical Information of China (English)

    张迅; 李小珍; 刘全民; 张志俊; 李亚东

    2013-01-01

    轨道不平顺性激励引起桥梁结构振动,进而向空间辐射噪声.为了探明多重调谐质量阻尼器(MTMDs)对桥梁结构噪声的影响,选取32 m双线混凝土简支箱梁为研究对象,建立了移动集中力-桥梁-MTMDs耦合振动模型,根据桥梁的挠曲频响函数,求取了MTMDs的最优控制参数.在此基础上,采用瞬态有限元法和声学边界元法研究了不同数量调谐质量阻尼器对桥梁的减振、降噪效果.研究结果表明:MTMDs能有效控制桥梁的最大振动响应;由于MTMDs仅对一阶竖弯频率处的结构振动控制有效,使得其对结构噪声的控制效果不甚明显,对近轨侧25 m处声场的平均降噪效果约0.5 dB.%When a train runs across a bridge,the bridge is excited by dynamic forces acting on it because of the track irregularities,and the structure-borne noise radiated by the bridge raises evidently.To explore the influence of multiple tuned mass dampers (MTMDs) on structure-borne noise,the dynamic behavior of a two-track simply supported box-girder bridge with a span of 32 m was simulated as a case study.Based on a moving forces-bridge-MTMDs coupling vibration model,the optimal MTMDs parameters were derived and calculated with the flexural frequency response functions of the bridge,and then,the vibration and noise control effectivenesses of the bridge with and without MTMDs were compared respectively by applying the transient FEM and the acoustic BEM.The results showed that MTMDs are an effective device in reducing dynamic responses of a box-girder bridge ; however,as the vibration control of MTMDs aims at the first flexural mode of the bridge,the structure-borne noise reduction is not as effective as the vibration reduction,and the average reduction of sound pressure level (SPL) is about 0.5 dB for the sound filed being 25 m far from the track.

  5. 汽车炸弹钢箱梁内部爆炸局部破坏效应分析%Analysis on local damage of steel box girder under internal blast loading of vehicle bomb

    Institute of Scientific and Technical Information of China (English)

    姚术健; 蒋志刚; 卢芳云; 张舵; 赵楠

    2015-01-01

    采用ALE(Arbitrary Lagrangian Eulerian,ALE)多物质流固耦合算法,对汽车炸弹(TNT当量200 kg~1500 kg)在双层桥梁下层桥面典型位置爆炸的局部破坏效应进行了数值模拟,研究了内爆炸冲击作用下钢箱梁的响应过程、破坏模式、破坏参数及其主要影响因素。结果表明:破坏模式及破坏参数与爆炸位置和TNT当量密切相关,爆炸位置对桥梁主要受力体系的受损程度影响较为明显,加劲肋对其垂直方向的破口具有约束作用,箱体对冲击波的约束效应使破坏作用加剧。合理设置加劲肋、加强重要构件和设置防爆层等措施有利于提高桥梁结构抗爆能力。%The response process,failure modes and damage parameters of a double deck steel box girder subjected to internal blast loading of vehicle bombs (TNT equivalent 200kg&1500kg)were simulated by using the ALE (Arbitrary Lagrangian Eulerian)multi-material fluid-solid coupling arithmetic.In the simulation,three typical blast locations on the lower deck were considered.The results show that:the failure modes and damage parameters have a clear correlation with the TNT weight and blast location,and the explosion locations have strong effects on the damage degree of steel trusses. Stiffening ribs can restrict the crack in its vertical direction.The damage effects will be intensified by the restriction of the box-shaped girder.Some useful measurements were also proposed which can help engineers in bridge designing and protection consideration against possible explosion events.

  6. 挪威Hardanger大桥钢箱梁外侧电弧喷锌工艺设计%Design of zinc arc-spraying process for outer steel box girder of Hardanger Bridge in Norway

    Institute of Scientific and Technical Information of China (English)

    仪德强; 钱胜杰; 金树军; 李敏风; 丁祥

    2012-01-01

    在承接挪威Hardanger大桥钢结构制作中,根据业主的要求,以电弧喷锌作为配套涂层底漆.为了适应钢结构涂装流水线以及佐敦公司的重防腐配套涂料,从钢结构缺陷处理等级、磨料拼配方案、喷砂技术条件、电弧喷锌设备及锌丝线材要求、电弧喷锌工艺参数以及喷锌层质量要求等方面对钢箱梁外侧电弧喷锌工艺进行了设计.%Based on the requirement of proprietor, arc zinc spray coating was used as a primer during the manufacturing of the Norwegian Hardanger bridge's steel structure. In order to adapt the steel structure coating flow line and Jotun's heavy corrosion protection accessory coating, the arc zinc spraying process of outer steel box girder was designed from aspects of pretreatment grade of defects in steel structure, composition for abrasives, sandblasting process conditions, arc zinc spraying equipment, zinc wire requirement, arc zinc spraying process parameters, quality requirement of arc sprayed zinc coating, etc.

  7. Analysis of vibration test for the skew box girder bridge under human-induced excitation%人群荷载作用下斜箱梁桥振动试验分析

    Institute of Scientific and Technical Information of China (English)

    赵学; 王介修; 勾志硕; 贾艳敏

    2014-01-01

    By the actual test and theoretical analysis for vibration of the skew box girder bridge under human-induced excitation,the determina-tion of dynamic characteristic and the dynamic reaction under the effect of moving pedestrian,actual working state of the bridge under moving load have been studied,with safe bearing capacity and use condition of the whole structure determined.%通过对三跨预应力连续斜箱梁桥在人群荷载作用下的振动问题进行实桥测试和理论分析,测定其动态特性及在跑动的人群荷载作用下的动态响应,了解了该桥在动荷载作用下的实际工作状态,从而判断该桥整体结构的安全承载能力和使用条件。

  8. 重载交通条件下预应力混凝土预制箱梁的设计研究%The Design and Study of Precast Prestressed Concrete Box Girder on the Condition of Heavy Vehicles

    Institute of Scientific and Technical Information of China (English)

    方华; 包绍伦

    2013-01-01

    榆林至佳县高速公路是陕西省重要的能源运输大通道,交通量构成中的大货车、特大货车及拖挂车占相当大的比例.通过实地调研,建立两种车辆荷载模型,并在新的荷载模型下进行计算分析,与公路Ⅰ级荷载对比后,对预应力混凝土预制箱梁进行重新设计研究.%The highway from Yulin to Jiaxian is an important energy transport corridor in Shaanxi,and large trucks,heavy trucks and trailers accounte for a large proportion in the traffic composition.Through site investigation,two kinds of vehicle load model are established,under which calculations and analysis are carried out.After comparison between the new load and Highway-Ⅰ load,precast prestressed concrete box girder is re-designed.

  9. Application of Welding box girder flange by Using RAPID Welding Technology%RAPID焊接工艺技术在箱型梁翼缘板焊接的应用

    Institute of Scientific and Technical Information of China (English)

    程国志; 于连康

    2016-01-01

    RA PID焊接技术是目前比较先进的一项焊接工艺技术,它是利用数字控制的电弧曲线参数,进一步压缩电弧,使得电弧热量更集中、更具备熔透能力的一种高速焊接技术。由于其高速、高熔深的焊接工艺特性,被用于单面焊接双面成型的钢结构焊接上,可显著提高焊接生产效率。在铝电解多功能机组生产制造的专业厂,其天车主梁的焊接工艺技术一直是采取MAG焊接工艺技术,焊接质量及效率低。应用RAPID焊接工艺技术对箱型梁翼缘板焊接,与M AG焊接工艺技术在焊接质量、效率、经济性等方面进行对比、分析总结,可知,RAPID焊接工艺技术应用在天车主梁翼缘板的焊接中,综合经济效益较MAG焊接工艺有着显著的提高。%RAPID welding technology is an advanced high speed welding technology , the arc curve parame‐ters of w hich is controlled by digital technology , further compressed arc made the arc heat more concen‐trated , and had more penetration ability . Because of its welding technology properties of high speed and high penetration ,it is used for steel structure which is single -sided welding but double -sided molding , significantly improved the efficiency of welding production .In most aluminum electrolysis multifunctional unit manufacturing plants , the crane girder welding technology has been adopt MAG welding technology , welding quality and efficiency is low . After comparing , analyzing and summarizing the welding technology between RAPID and MAG about welding box beam wing flange , found that the RAPID welding technolo‐gy is better than MAG in welding quality , efficiency , economy and so on . RAPID welding technology used in crane girder flange plate welding , the comprehensive economic benefits is significantly improved than that of MAG welding technology .

  10. Research on temperature field and temperature stress of prestressed concrete girders

    Directory of Open Access Journals (Sweden)

    Chen Cheng

    2011-02-01

    Full Text Available This paper introduces the establishment and simplification of the temperature field and the general calculation method of temperature stress of the prestressed concrete box girders. Three kinds of sunshine temperature gradient models were loaded to a real bridge respectively, and got stress and displacement curves. Research data of several prestressed concrete box girders were selected from different regions of China to compare the relative error of the calculated and measured value. We indicate that the study of temperature field and thermal stress of prestressed concrete box girders is necessary, and will help engineers to solve the problem in structure design.

  11. 预防连续箱梁施工裂缝的温度监测与有限元分析%Temperature monitoring and finite element analysis of preventing construction cracks in a continuous box girder

    Institute of Scientific and Technical Information of China (English)

    王海源; 章龙; 张乐文; 张峰

    2011-01-01

    The features of uneven distribution temperature stress in recently poured concrete and the effective measures to prevent temperature cracks were studied. The 0# box girder in the Weihe Specially Long Bridge located in the highway from Xi' an to Tongchuan was taken as a research project, which was computed on MIDAS/FEA( multitier distributed applications services/finite element analysis) finite analysis element software. The temperature field of hydration heat of the concrete in the construction period was numerically calculated by the finite element method. The effects of three different mechanical control measures of crack control were analyzed. Combined with the results of temperature detection, the mechanical control measure was optimized. The results showed that the temperature inside the concrete rose to a peak about 52 hours after the concrete was poured, with or without cooling water pipes in the box temperature difference of the maximum temperature about 10℃. When the temperature difference between inside and outside of the concrete at 20℃ was a good time to remove the template. Temperature stress was concentrated in the junction web plate and diaphragm of the box girder, thus setting the cooling water pipes could improve the uneven distribution of temperature stress. Compared with other results, the whole process temperature monitoring and the finite element dynamic analysis by this method was better at optimizing the engineering measures of crack prevention.%研究混凝土浇筑初期内部温度应力不均匀分布特征和预防温度裂缝的有效措施,以西安至铜川高速公路渭河特大桥某0#箱梁为研究对象,以MIDAS/FEA(multitier distributed applications services/finite element analysis)有限元分析软件为计算平台,采用有限单元法对施工期混凝土水化热温度场进行了数值模拟计算,分析了3种不同防裂工程措施的理论效果,并结合温度监测进行了工程

  12. 箱桁梁断面斜拉桥涡振性能及抑振措施的研究%Research on vortex-induced vibration and its control for cable-stayed bridge with box-truss composite girder

    Institute of Scientific and Technical Information of China (English)

    冯丛; 华旭刚; 胡腾飞; 陈强; 陈政清

    2016-01-01

    T he cable-stayed Dongting Lake railway bridge under construction was case-studied in this paper. A finite element modeling of the cable-stayed bridge with box-truss composite girder and its vortex-induced vibration were analyzed. T hree finite element schemes for modeling box-truss girder of the bridge,namely the spatial beam model ( SBM) ,spatial plate-beam model( SPBM ) and spatial shell model( SSM ) ,were compared in terms of modal frequency,equivalent mass and mass moment of inertia per unit length. It shows that the results from the SPBM and the SSM are basically the same,while the SBM can't accurately produce the equivalent mass unit length girder for some higher-order lateral modes. T he vortex-induce vibration of the box-truss composite girder was tested in wind tunnel by flexibly mounted rigid sectional model tests. T he results indicate that this cross-section type may experience large-amplitude vertical vortex-induced vibrations at wind attack angle of -3°,which is caused by the vortex shedding at the leading edge of the box-girder part of the cross-section. T he effects of aerodynamic appendix for suppression of vortex-induced vibrations w ere studied and it is found that tw o stabilizers beneath the open orthotropic deck dramatically reduce the vibration amplitude. T he vibration amplitude is within the limit given in design specification when the height of stabilizers is half of the box-girder height; and the vortex-induced vibrations completely diminish when the height of stabilizers is the same as the box-girder height.%以在建的洞庭湖铁路三塔斜拉桥为工程背景,分析了箱桁断面斜拉桥主梁的建模方法以及涡激共振性能。首先比较了主梁建模的空间杆系模型、梁壳组合模型以及三维壳体模型在模态频率、主梁单位长度等效质量和等效质量惯性矩的差异。结果表明,三种模型的模态分析结果基本相近,但空间杆系模型不能准确得到高阶侧弯模

  13. Analysis of Fatigue Stress Property of Steel Box Girder of Jiangyin Changjiang River Bridge%江阴长江大桥钢箱梁疲劳应力特征分析

    Institute of Scientific and Technical Information of China (English)

    吉伯海; 叶枝; 傅中秋; 汪锋; 孙洪滨

    2016-01-01

    为准确评估钢桥结构的疲劳损伤状态和剩余疲劳寿命,以江阴长江大桥为背景,对该桥钢箱梁疲劳裂纹产生位置进行连续疲劳应变监测,获取应变时程数据,结合雨流计数法技术建立日疲劳应力谱;分析应力幅~循环次数分布规律;研究累积损伤度分布特征,建立损伤度分布模型,计算不同车道构造细节疲劳损伤度和剩余寿命。研究结果表明:钢箱梁顶板测点、U肋与横隔板焊接末端处、弧形缺口有效截面最小处均以压应力为主,U 肋以拉应力为主;应力幅累积循环次数分布服从Weibull函数分布;疲劳累积损伤度分布服从Boltzman函数分布,顶板与U肋连接处U肋腹板沿横桥向慢车道疲劳损伤较快车道损伤大,下游车道较上游车道损伤大,其中下游慢车道U肋腹板细节疲劳损伤最大。%To accurately evaluate the fatigue damaging condition and remaining fatigue life of steel bridge structure ,the Jiangyin Changjiang River Bridge was cited as an example .Continuous fatigue strain monitoring was conducted at the locations where fatigue cracks were found on the steel box girder to gain real‐time strain data .The monitoring data ,combined with the rain flow counting method ,were used to set up the daily fatigue stress spectrum to analyze the distribution law of S~ N curve .The distribution law of fatigue accumulating damage was studied .The model of damage distribution was set up ,to calculate the fatigue damages and remaining life of different structural details of the traffic lane .T he results of the study demonstrate that compressive stress was dominant at the testing locations in the steel box girder ,ends of U‐rib and diaphragm welds and least effective cross section of the arc notches ,whereas tensile stress was found primarily on U ribs .The distribution of the accumulated stress cycle follows the way of Weibull function distribu‐tion .The distribution

  14. Probabilistic Model of Fatigue Damage in Steel Box-girder Bridge Subject to Stochastic Vehicle Loads%随机车载下钢箱梁桥疲劳损伤概率模型

    Institute of Scientific and Technical Information of China (English)

    罗媛; 颜东煌; 鲁乃唯; 汪勤用

    2016-01-01

    将具有确定性参数的典型疲劳车辆模型改进为随机疲劳车流模型,采用小样本车辆轴重与等效疲劳应力数据拟合响应面的方法解决了车流作用下桥梁有限元应力时程分析耗时过长的问题.提出钢箱梁顶板-U肋疲劳损伤概率建模方法,最后将疲劳损伤概率模型应用于可靠度评估领域,揭示了车流参数对结构疲劳可靠指标的影响规律.研究结果表明:行车道重载车辆的较高占有率是导致其顶板-U肋疲劳可靠指标远低于超车道的重要原因;车辆轴重的增长致使钢箱梁疲劳可靠指标迅速降低,车重年线性增长系数由0增长至1%时,行车道顶板-U肋处100 a的疲劳可靠指标由3.42下降至0.72.随机疲劳车流模型与疲劳损伤概率模型具有一定的应用前景.%The typical fatigue truck model with deterministic parameters is developed to be a stochastic vehicle flow model. The time-consuming problem of bridge finite element analysis under traffic flow loads is solved by using a response surface method to approximate the function between vehicle axle weight of a few training data and equivalent fatigue stresses. A probabilistic fatigue damage modeling method applies to rib-to-deck details of steel box-girder bridges is presented. Finally, the fatigue damage model is applied to the reliability assessment, and the influence of traffic flow parameters on structural fatigue reliability is revealed. The numerical result indicates that (1) the higher occupancy rate of heavy vehicle flow in the slow lane is the main reason for the decrease of the fatigue reliability of corresponding rib-to-deck details compared with the fast lane;(2) the increase of the vehicle axle weight causes a rapid decrease of the fatigue reliability index of the steel box girders, when the annual linear growth factor increases from 0 to 1%, the fatigue reliability index of rib-to-deck detail in the slow lane decreases from 3. 42 to 0. 72 . There is

  15. Influence of Aerodynamic Shape of Streamline Box Girder on Bridge Flutter and Vortex-induced Vibration%流线型箱梁气动外形对桥梁颤振和涡振的影响

    Institute of Scientific and Technical Information of China (English)

    王骑; 廖海黎; 李明水; 马存明

    2012-01-01

    Taken a streamline box girder for example, the influence of aerodynamic shape on bridge flutter and vertex-induced vibration ( VIV) was studied in detail. Through wind tunnel test of a 1: 50 scale section model, the influences of railing, inspection rail, rostrum, guide wing and inclined web on the flutter and VIV were discussed respectively. The results indicate that railing and inspection rail could weaken the aerodynamic performance of bridge section, while rostrum and guide wing could be used to improve the flutter and VIV performance of bridge. Special indicating is that the increase of flutter wind speed and the vanishing of VIV were all satisfied under the same condition while the slope of inclined web was 15° The brief mechanism of this phenomenon is that the lower inclined web could restrain and delay the formation and shedding of the vertex at the downwind of streamline box girder, thus could remarkably weaken the influence of vertex shedding on VIV and flutter of bridges. But the detailed aerodynamic mechanism will be studied profoundly in future. This development would be beneficial to the wind resistant design of the bridge, and has been applied successfully in the aerodynamic shape design of several long-span bridges in China.%以某流线型钢箱梁断面为例,详细研究了主梁气动外形变化对桥梁颤振和涡振性能的影响.基于1∶50节段模型风洞试验,分别研究了箱梁的栏杆、检修车轨道、风嘴、导流板,以及斜腹板对桥梁颤振及涡振性能的影响.研究表明,栏杆和检修车轨道将弱化桥梁断面的气动性能,而风嘴和导流板则对桥梁的颤振和涡振性能有利.值得提出的是,在其他气动外形保持不变,而斜腹板倾角变为15°时,桥梁的颤振性能不仅获得了较大提升,且涡振现象还可得到消除.此现象的初步机理为:较小的斜腹板倾角可阻碍和廷后流线型箱梁下风侧漩涡的形成和脱落,从而显著削弱漩涡脱

  16. 弯扭耦合下曲线混凝土箱梁截面应力状态的受力机理分析%Analysis of Stress Mechanism of Cross Section of Curved PC Box Girder Under the Action of Bending-Torsion Coupling

    Institute of Scientific and Technical Information of China (English)

    何庆华; 卫星

    2013-01-01

    曲线箱形梁兼具弯梁桥与箱形梁两者的特点,由于曲率的影响,竖向荷载作用下曲线箱梁弯矩与扭矩互相耦合同时存在.根据国内外既有研究成果,对曲线箱形梁空间受力特点及影响因素进行了总结.以60m单跨单箱形截面曲线混凝土简支梁为例,利用有限元软件TDV建立空间板单元模型,分析自重作用下,不同曲线半径下主梁截面正应力及剪应力分布,根据弯曲变形与应变的关系,比较曲线梁桥与直线梁桥正应力横向分布规律,提出用应力增大系数来表征曲线内外侧弧长不同引起的应力变化.研究结果表明,除了受剪力滞后效应影响,曲线箱梁桥截面正应力分布还与内外侧弧长不等引起的应力增大系数有关.%Curved box girder has both characters of curved girder and box girder, and the coupling effect between bending moment and torsion moment caused by the curvature under vertical load should be taken into account. Based on research results of curved girder at home and abroad, the spatial mechanical characters and influencing factors of curved box girder were summarized in this thesis. Choosing a 60m single-span curved PC simply supported girder with single cell boxed cross-section as the example, spatial plate element models were established by TDV finite element software. Then the distributions of normal stress and shear stress of cross-section of main girder with different curve radius under the action of dead load were analyzed. Afterwards, according to the relationship between bending deformation and strains, and by comparing the transverse distributions of normal stress of curved bridge with that of straight bridge, the thesis put forward a view point that the stress variation caused by the arc length difference between the internal arc and external arc of the curve can be expressed by a magnification coefficient. Analysis results show that, except the effect of shear lag, the distributions of

  17. 夹芯钢板覆盖法(SPS)在钢箱梁桥正交异性桥面板维修加固中的应用与试验%Research on Application of Sandwich Plate System (SPS) on Strengthening Orthotropic Bridge Deck of Steel Box Girder Bridge

    Institute of Scientific and Technical Information of China (English)

    许传博; 胡利平

    2012-01-01

    This paper introduces the application of sandwich plate system SPS ) on strengthening of steel box girder bridge with load test being carried out to verify the effect of SPS, which can provide a reference for the similar engineering practice.%结合工程实例,介绍了夹芯钢板覆盖法(SPS)在钢箱梁桥维修加固中的应用,并通过荷载试验对其加固效果进行了检验,可为类似维修加固工程提供参考。

  18. 双层桥箱内壁车辆碰撞混凝土损伤仿真研究%Simulation Study on Concrete Damage of the Inner Box Collision of the Double Decked Continuous Box Girder Bridge

    Institute of Scientific and Technical Information of China (English)

    沈正峰; 方金苗; 郑净

    2014-01-01

    Double-decked continuous box bridge is a new structure system and how to evaluate the structure damage caused by vehicle collision inner box has a great significance to the wide application of the new structure .This paper researches all conditions of structure damages caused by vehicle collision inner box by means of computerized simulation .The study finds out the concrete injured parts and its degree ,analysis the sensitive factor of concrete damage ,which provides suggestions for the design of double-decked bridge .%双层连续箱梁桥是一种新型结构体系,如何评价车辆撞击箱梁内部造成的结构损伤对于这种新型结构的广泛运用具有重要意义。通过计算机仿真技术研究各种工况下车辆对箱梁桥内壁撞击引起的结构损伤情况,得出混凝土损伤部位以及程度,分析影响混凝土损伤的敏感因子,为双层桥结构设计提供参考。

  19. 钢箱梁电弧喷铝防腐涂层无损检测图像分析%Image analysis of arc sprayed aluminum anticorrosive coating on steel box girder based on nondestructive test

    Institute of Scientific and Technical Information of China (English)

    刘丽娜; 刘涛

    2015-01-01

    为研究钢箱梁电弧喷铝防腐涂层防腐机理,预测其防腐寿命,加工制作钢板试样,表面电弧喷铝涂层,进行室内加速腐蚀试验。通过平板扫描仪采集对象图像,观测腐蚀发展过程。采用基于二值化图像的图像处理技术提取腐蚀形貌图像特征参数,并结合规范评定涂层腐蚀损伤级别。研究结果表明:基于二值化图像的图像处理技术可以有效区分涂层腐蚀与未腐蚀区域,实现涂层腐蚀面积定量化分析,为防腐涂层腐蚀等级评定提供新的思路,并估算200μm喷铝涂层实际海洋大气环境下的寿命为63.6年。%To study the anticorrosion mechanism of arc-sprayed aluminum anticorrosive coating on steel box girder and to predict the anticorrosive life of the coating,steel plates were manufactured and painted with aluminum on the surfaces to carry out indoor accelerated corrosion test. Corrosion image of the organic protection coating was collected by a flat scanner to observe its corrosion process. The blistering area was extracted through image processing technology to evaluate the corrosion grade. The results demonstrate that the image processing technology based on binary image can distinguish the corrosion areas from the non-corrosion areas so as to realize quantitative analysis for coating corrosion area. With the help of this technology,a new way has been presented for assessing the corrosion grade of anticorrosive coatings and the service life of 200μm aluminum coating has been estimated to be 63.6 years in the actual marine atmospheric environment.

  20. Analysis of ultimate bearing capacity of prestressed concrete box -girder bridge with large -cantilever -wing%大悬臂展翅预应力混凝土宽箱梁桥极限承载力分析

    Institute of Scientific and Technical Information of China (English)

    余晓琳; 贾布裕; 杨铮; 颜全胜

    2015-01-01

    To study the ultimate bearing capacity of the large cantilever structure,an accurate space finite ele-ment model was built for numerical analysis with the background of a prestressed concrete box -girder bridge with large -cantilevev -wing.Taking into account of the geometric nonlinearity and the material nonlinearity, the structure ultimate bearing capacity and the distribution regularity of cracks under three load cases(eccentric concentrated load,symmetrical concentrated load and uniform distributed load)were analyzed.It is concluded that the structure ultimate bearing capacity under the load case of symmetrical load is larger than that under the case of asymmetrical load;the distributions of the stress and cracks under the load case of asymmetrical load are also asymmetrical and cracks are more likely to appear in the root of the cantilever wing.The stress condition of side span is worse than mid -span under uniformly distributed load.%针对大悬臂展翅结构的极限承载能力问题,以某大悬臂展翅预应力混凝土宽箱梁桥为实际工程背景,建立精细的空间有限元模型进行数值分析。考虑结构几何非线性和材料非线性,研究偏心集中荷载、对称集中荷载、均布荷载3种工况作用下,结构的极限承载能力及裂缝的分布规律。结果表明,对称加载形式的极限承载能力大于非对称加载形式的极限承载能力;非对称荷载作用下,桥梁应力及裂缝分布也具有较大非对称性,且悬臂板根部更加容易出现裂缝,均布荷载作用下,桥梁边跨应力状况劣于中跨。

  1. Pulling Force Analysis of Shear Studs in Steel-concrete Composite Continuous Box Girder of Hongkong-Zhuhai-Macau Bridge%港珠澳大桥组合连续箱梁桥剪力钉受力分析

    Institute of Scientific and Technical Information of China (English)

    刘沐宇; 王松; 张强

    2013-01-01

    show that the shear stdus between concrete deck and steel box girder of section with longitudinal beam has better connectivity than section without longitudinal beam.

  2. Study of Dynamic Performance Finite Element Modeling Methods for Box-Truss Composite Girder Railway Cable-Stayed Bridge%箱桁组合梁铁路斜拉桥动力特性有限元建模方法研究

    Institute of Scientific and Technical Information of China (English)

    张无畏; 胡腾飞; 陈长胜; 荣浩

    2016-01-01

    study show that modal analysis re‐sults gained from the three model calculations are basically consistent , the frequency and main girder equivalent mass gained from the combined plate‐beam element model and spatial shell ele‐ment model are approximate ,nevertheless ,the spatial beam element model could not accurately calculate the main girder uniform equivalent mass of the high‐order lateral bending modes .As an exception ,the dynamic performance of the steel box girder cable‐stayed bridge without truss and with open cross section was analyzed independently .The results of the analysis show that the com‐bined plate‐beam element model and spatial shell element model are in good agreement ,but the in‐ertia moment of the main girder uniform equivalent mass under the first order torsional mode gained from the spatial beam element model reveal an error of 9% .T russ has slight influence on the lateral bending frequency of the main girder ,but can improve the vertical bending frequency and torsional frequency of the main girder ,w hich is favorable for the wind resistant performance of the bridge .

  3. Optimization Method for Girder of Wind Turbine Blade

    Directory of Open Access Journals (Sweden)

    Yuqiao Zheng

    2014-01-01

    Full Text Available This paper presents a recently developed numerical multidisciplinary optimization method for design of wind turbine blade. The objective was the highest possible blade weight under specified atmospheric conditions, determined by the design giving girder layer and location parameter. Wind turbine blade on box-section beams girder is calculated by ply thickness, main girder and trailing edge. In this study, a realistic 30 m blade from a 1.2 MW wind turbine model of blade girder parameters is established. The optimization evolves a structure which transforms along the length of the blade, changing from a design with spar caps at the maximum thickness and a trailing edge mass to a design with spar caps toward the tip. In addition, the cross-section structural properties and the modal characteristics of a 62 m rotor blade were predicted by the developed beam finite element. In summary, these findings indicate that the conventional structural layout of a wind turbine blade is suboptimal under the static load conditions, suggesting an opportunity to reduce blade weight and cost.

  4. The Design and Construction of 160T Girder Station%160T提梁站设计与施工

    Institute of Scientific and Technical Information of China (English)

    邓洪钧

    2012-01-01

      Guangshen Coastal Expressway Shenzhen Girder Station uses the steel pipe piles combined with Bailey girders in the construction.The headroom of the girder stations and the cast-in-place box girder is 7m, and the span is 17.25m. This paper makes a brief description of the installation method of the girder station%  广深沿江高速深圳段提梁站施工采用钢管桩结合贝雷梁形式。提梁站与现浇箱梁净空高度7m,跨度为17.25m,文章就提梁站的安装方法作简要介绍。

  5. Study of Lining Concrete Arrangement for Multi-Cell Single Box Composite Girder with Corrugated Steel Webs%单箱多室波形钢腹板组合箱梁内衬混凝土布置方式研究

    Institute of Scientific and Technical Information of China (English)

    邓文琴; 张建东; 刘朵; 胡隽

    2016-01-01

    为优化波形钢腹板内衬混凝土组合结构受力,以南昌朝阳大桥通航孔桥———单箱多室波形钢腹板单索面多塔斜拉桥为工程背景,通过理论计算和有限元分析研究了单箱多室波形钢腹板组合箱梁内衬混凝土布置形式对结构抗剪性能的影响。结果表明:有无设置内衬混凝土对单箱多室波形钢腹板组合箱梁腹板剪应力水平较高的波形钢腹板影响较大,对腹板剪应力水平较低的波形钢腹板影响较小;内衬混凝土单侧设置和双侧设置波形钢腹板剪应力的影响相差不大;内衬混凝土双侧设置及仅有内衬混凝土无波形钢腹板设置对混凝土剪应力的影响相差较小;对单箱多室波形钢腹板组合箱梁高剪应力水平腹板内衬混凝土可以考虑双侧布置或仅设置混凝土腹板,不设置波形钢腹板;而剪应力水平较低的腹板则考虑设置单侧内衬混凝土。%To optimize the load bearing capacity of the corrugated steel web and lining concrete composite structure ,the navigational channel bridge of Nanchang Chaoyang Bridge was taken as the study background .The bridge is a multi‐pylon multi‐cell single box girder cable‐stayed bridge with corrugated steel webs and the stay cables are fanned out in single cable plane .The influence of the arrangement of lining concrete in the multi‐cell single box composite girder with corrugated steel webs on the anti‐shearing performance of the structure was studied via theoretical calculation and finite element analysis .The results indicate that the addition of lining concrete has significant influence on the corrugated steel webs with higher shearing stress in the multi‐cell single box gird‐er with corrugated steel webs ,but slight influence on the corrugated steel webs with lower stress level .No matter the lining concrete is added to a single side of the webs or to both the two sides of the webs ,the influence exerted

  6. Wind Turbine Blade with Angled Girders

    DEFF Research Database (Denmark)

    2011-01-01

    The present invention relates to a reinforced blade for a wind turbine, particularly to a blade having a new arrangement of two or more girders in the blade, wherein each of the girders is connected to the upper part and the lower part of the shell and forms an angle with another girder thereby...

  7. 同步控制顶升、摩阻自平衡平移连续箱梁技术研究及其应用%Study and Application on Synchronizing Control Jacking-up and Self-equation of Friction Technology for Translation of Continuous Box Girder

    Institute of Scientific and Technical Information of China (English)

    卢朋

    2015-01-01

    某客运专线一联道岔连续梁因土堆堆载产生横向偏移,在多跨连续梁桥精确复位中,对同步控制顶升、摩阻自平衡平移技术进行研究。连续箱梁对竖向不均匀位移高度敏感,桥墩与梁底之间空间有限,横向反力台座施工困难,通过对比分析、模拟计算,采用 PLC 计算机同步控制顶升、摩阻自平衡平移技术,能保证顶升过程中的同步性,并巧妙平衡了水平千斤顶横向顶推反力。通过工程实例的应用,证明技术的安全性和可行性。%Due to the load of earth piling,the lateral deviation was occured in a continuous beam of turnout with a joint in a passenger dedicated line,the study on synchronizing control jacking-up technology and self-equation of friction technology for translation in accurate restoring of multi-span continuous beam bridge was introduced.Continuous box girder was highly sensi-tive to vertical non-uniform displacement,and the gap between top of pier and bottom of beam was limited,that caused diffi-culty in construction of lateral counterforce pedestal.By the comparative analysis and simulative calculation,the result showed that synchronizing control jacking-up technology and self-equation of friction technology by adopting PLC computer for translation of continuous box girder could not only ensure the synchronism in jacking-up process,but also subtly balance the lateral jacking counterforce of horizontal jack.The safety and feasibility of technology were proven through application of the project.

  8. Sensitive Analysis on Seismic Response of Simply Supported Box Girder Bridge on High Speed Railway Using Friction Pendulum Bearings and U-shaped Steel Combined Earthquake Protection Device%采用摩擦摆支座及U型钢防落梁装置的高速铁路简支箱梁桥地震响应敏感性分析

    Institute of Scientific and Technical Information of China (English)

    臧晓秋; 曹志峰; 吴成亮

    2016-01-01

    以高速铁路简支箱梁桥隔震研究为例,建立了采用摩擦摆支座与 U 型钢防落梁装置组合地震保护方案的全桥地震响应分析模型,针对支座位移、墩底剪力、墩底弯矩等地震响应,考虑了场地类别、桥墩高度、桥梁跨数、桥梁跨度、激励方向等影响因素,并根据各因素选定的水平级别,实施了混合正交试验,再应用极差分析方法对支座位移、墩底剪力、墩底弯矩等地震响应进行了影响因素的敏感性分析,明确了各因素对相关响应量影响的主次情况,为高速铁路简支箱梁桥隔震研究及优化设计奠定了基础。%In this paper,the seismic isolation of simply supported box girder bridges on high speed railway was studied. A bridge model with friction pendulum bearings and a U-shaped steel combined earthquake protection device was built for seismic response analysis,including the seismic response of bearing displacement,and shear and moment at the pier bottom. Multiple factors including site types,pier height,number of bridge spans,bridge span length and excitation direction were considered. A mixed orthogonal test was carried out according to the selected level of each factor. Using range analysis method,sensitivity analysis of each factor was carried out on the seismic response of bearing displacement,and shear and moment at the pier bottom. The primary and secondary cases of the impact of various factors on the relevant response were analyzed. It may provide guidelines for seismic isolation and design optimization of simply supported box girder bridges on high speed railway.

  9. Distortional Buckling Analysis of Steel-Concrete Composite Girders in Negative Moment Area

    Directory of Open Access Journals (Sweden)

    Zhou Wangbao

    2014-01-01

    Full Text Available Distortional buckling is one of the most important buckling modes of the steel-concrete composite girder under negative moment. In this study, the equivalent lateral and torsional restraints of the bottom flange of a steel-concrete composite girder under negative moments due to variable axial forces are thoroughly investigated. The results show that there is a coupling effect between the applied forces and the lateral and torsional restraint of the bottom flange. Based on the calculation formula of lateral and torsional restraints, the critical buckling stress of I-steel-concrete composite girders and steel-concrete composite box girders under variable axial force is obtained. The critical bending moment of the steel-concrete composite girders can be further calculated. Compared to the traditional calculation methods of elastic foundation beam, the paper introduces an improved method, which considers coupling effect of the external loads and the foundation spring constraints of the bottom flange. Fifteen examples of the steel-concrete composite girders in different conditions are calculated. The calculation results show a good match between the hand calculation and the ANSYS finite element method, which validated that the analytic calculation method proposed in this paper is practical.

  10. 运架一体式架梁机隧道架梁技术%Tunnel Girder Skill of Transported Frame Integrated Girder Machine

    Institute of Scientific and Technical Information of China (English)

    乐锋

    2013-01-01

      本文介绍了运架一体式架梁机的组成结构,施工前的各项准备工作。本文详细阐述了运架一体式架梁机进出隧道架设第一孔或最后一孔双线整孔预制箱梁的施工技术。%This article describes the structure composition of the transported frame integrated girder machine and the preparatory work before construction. This paper describes the double track prefabricated box girder construction technology of entering and going out the first or last hole of tunnel for the transported frame integrated girder machine.

  11. Utmost Protective Life of Arc Spray Al Coating and Large Area Long Term Anti-corrosion for Steel Box Girder Bridge%电弧喷铝涂层的保护极限及钢箱梁桥大面积长效防腐

    Institute of Scientific and Technical Information of China (English)

    陈建阳; 肖跃文; 李雄晖; 沈承金

    2001-01-01

    结合武汉军山长江公路大桥钢箱梁防腐,分析大气腐蚀环境和影响因素,研究电弧喷铝涂层腐蚀失效机理和耐腐蚀性,确定电弧喷铝涂层有效保护的极限涂层厚度和极限涂层破损率,并针对钢箱粱桥特点,设计制作机械化电弧喷涂设备,进行大面积长效防腐施工。%In terms of the protective for steel box girder of Wuhan Junshan Changjiang Bridge, atmospheric corrosion environment and influencing factors are analyzed, invalidation mechanism of are spray Al coating due to corrosion and ability for anti-corrosion are studied, utrnost thickness of arc spray Al coating for effective protection and utmost breakage rate of coating are determined. Automatic arc spray equipments are designed and made for large area long term anti-corrosion.

  12. Evaluation on Impact Interaction between Abutment and Steel Girder Subjected to Nonuniform Seismic Excitation

    Directory of Open Access Journals (Sweden)

    Yue Zheng

    2015-01-01

    Full Text Available This paper aims to evaluate the impact interaction between the abutment and the girder subjected to nonuniform seismic excitation. An impact model based on tests is presented by taking material properties of the backfill of the abutment into consideration. The conditional simulation is performed to investigate the spatial variation of earthquake ground motions. A two-span continuous steel box girder bridge is taken as the example to analyze and assess the pounding interaction between the abutment and the girder. The detailed nonlinear finite element (FE model is established and the steel girder and the reinforced concrete piers are modeled by nonlinear fiber elements. The pounding element of the abutment is simulated by using a trilinear compression gap element. The elastic-perfectly plastic element is used to model the nonlinear rubber bearings. The comparisons of the pounding forces, the shear forces of the nonlinear bearings, the moments of reinforced concrete piers, and the axial pounding stresses of the steel girder are studied. The made observations indicate that the nonuniform excitation for multisupport bridge is imperative in the analysis and evaluation of the pounding effects of the bridges.

  13. 基于 WIM 数据的上海某大桥钢箱梁应力谱研究%Fatigue Stress Spectrum Study of the Steel Box Girder of Shanghai Certain Bridge,Based on the Analysis of WIM Data

    Institute of Scientific and Technical Information of China (English)

    徐昊; 胡明敏

    2014-01-01

    斜拉桥以其自身的优点成为当今大跨度桥梁中的主流桥型,然而,投入使用一段时间后,由于运营车辆总重和交通量交替变化,钢桥所面临的疲劳问题正日趋严重。本文以上海某大桥为工程背景,利用动态称重系统采集到的车辆载荷相关数据,依据等效疲劳损伤原理,推导出代表实际运营车辆载荷谱,采用泄水法,建立南塔钢箱梁的细节应力谱,为上海某大桥疲劳损伤及寿命评估提供可靠依据。%Cable-stayed Bridge becomes the main stream bridge in the large span bridge construction because of its advantages and was built all over the world .However ,after a period of time ,the fatigue problem of the steel bridge faced with is becoming more and more serious .The representative of actual operation vehicle load spectrum is deduced with the vehicle load data collected by the dynamic weighing system and the equivalent fatigue damage theory based on the Shanghai Certain Bridge . The paper also adopted the discharge water method to build the stress spectrum of the steel box girder of The South Tower and to provide the reliable ba-sis for fatigue damage and life assessment of Shanghai Yangtze River Bridge .

  14. Powell's Optimal Identification of Material Constants of Thin-Walled Box Girders Based on Fibonacci Series Search Method%基于 Fibonacci 序列寻优理论薄壁弯箱材料常数的 Powell 优化识别

    Institute of Scientific and Technical Information of China (English)

    张剑; 叶见曙; 周储伟

    2011-01-01

    对于薄壁弯箱结构,推导了材料常数的动态 Bayes 误差函数,提出步长的一维 Fibonacci 序列自动寻优方案后,利用 Powell 优化理论研究了薄壁弯箱材料常数的动态识别方法,同时给出了具体的计算步骤,并研制了相应的计算程序.算例分析表明,Powell 理论用于弯箱材料常数识别时表现出良好的数值稳定性和收敛性,在迭代过程中,Powell 理论不涉及有限元偏导数处理,与以往材料常数的梯度优化方法相比,计算效率较高;建立的动态 Bayes 误差函数能同时计入系统参数的随机性和系统响应的随机性;提出的 Fibonacci 序列寻优方案无需通过试算确定最优步长所在区间,有效地解决最优步长的一维自动寻优问题.%For thin-walled curve box girders, dynamic Bayesian error function of material constants of the structure was founded. Combined with one-dimensional Fibonacci series automatic search scheme of optimal step length, the Powell' sop timization theory was utilized to perform the stochastic identification of material constants of thin-walled curve box. Then the steps of parameters' identification were presented in detail and the Powell' s identification procedure of martial constants of thin-walled curve box was compiled, in which the mechanical analysis of thin-walled curve box was completed based on finite curve strip element (FCSE) method.Through some classic examples, it is obtained that the Powell' s identification of material constants of thin-walled curve box has numerical stability and convergence, which demonstrates that the present method and the compiled procedure are correct and reliable. And during parameters' iterative processes, the Powell' s theory is irrelevant with the calculation of FCSE' s partial differentiation, which proves high computation efficiency of the studied methods. The stochastic performances of systematic parameters and systematic responses are simultaneously deliberated in

  15. Study of Parameters Influencing Load Bearing Performance of No .0 Block in PC Continuous Box Girder Bridge%PC连续箱梁桥0号块受力性能的影响参数分析

    Institute of Scientific and Technical Information of China (English)

    熊敏; 胡峰强; 邱衍坚; 徐义标; 冯小毛; 刘蕙婷

    2016-01-01

    To study the load bearing performance of No .0 blocks in the superstructure of PC continuous box beam bridge ,a PC continuous box beam bridge with span arrangement of (55+90+90+55) m was taken as the study background .The spatial finite element model of the No .0 block was established to study the variation of parameters on the load bearing capacity of No .0 block ,including the height of the piers ,prestressing loss along the prestressing tendons and the constraints of the bearings .And the features of the spatial stress of the No .0 block during the lon‐gest cantilever construction stage and in the completed bridge state were analyzed .The results of the analysis indicate that the stress in the intersection of the bottom slab of the No .0 block box beam and the bearings is prone to the influence of pier height ,therefore ,the influence of piers should be taken into account during the model establishment ,and pier heights can choose one time of the beam depth to simplify the process .The surrounding prestressing distribution exerts signifi‐cant influence on the load bearing capacity of No .0 block .During the operation period ,if the stress local distortion of the No .0 block at the bearings is not considered ,the fixed constraints can be used to replace the real bearings in the stress calculation of No .0 block as a simplified treat‐ment .At the locations where constant cross section of the diaphragm showing abrupt change ,the main tensile stress in the No .0 block will exceed the values prescribed in the code .%为研究PC连续箱梁桥0号块建模参数对其受力性能的影响程度,以选取合理的建模参数,以某跨度为(55+90+90+55) m的PC连续箱梁桥为工程背景,建立0号块空间有限元模型,分析不同桥墩高度、预应力筋沿程预应力损失、支座约束等参数下0号块受力性能的变化规律,以及最大悬臂施工阶段和成桥阶段0号块的空间应力特点。分析结果表明:0

  16. 基于梁格法的预制箱梁横向刚度模拟研究%Study of Transverse Stiffness Simulaton Based on Beam Grillage Method for Prefabricated Box Girder

    Institute of Scientific and Technical Information of China (English)

    杨圣超; 夏兴佳

    2016-01-01

    To correctly simulate the transverse stiffness of the spatial beam grillage model of the prefabricated box beam ,the right deck of the Weijiacun Zhong Bridge on the Zhunxing Heavy Load Expressway was taken as the study background ,to study the influence of the type of the vir‐tual beams in the spatial beam grillage model of a prestressed box beam on the transverse stiffness . The bridge is a 4 × 20 m prestressed concrete continuous box beam bridge ,to which full loads was applied according to the static test results gained when the bridge was completed and transferred , to test the strain and deflection of the main beam .The MIDAS Civil software was used to establish the spatial beam grillage models of the main beam with three types of virtual beams ,to calculate the main beam bending moment under the design loads and testing loads ,and the strain and deflec‐tion of the main beam under the maximum positive bending moment and the related verification co‐efficients ,and the calculated results were compared with the measured ones .The results demon‐strate that the transverse stiffness of the spatial beam grillage model show s sign of increase as the increase of the length of the rigid zone of the virtual beam and the decrease of the efficient length of the virtual beam .And when the part of the virtual beam from the center of the stringers to the in‐ner edge of the stringer webs was set as the rigid zone ,the transverse stiffness simulated by the spatial beam grillage model is the closest to the transverse stiffness of the actual bridge .%为准确模拟预制箱梁空间梁格模型的横向刚度,以准兴重载高速公路魏家村中桥右幅桥为背景,研究预制箱梁空间梁格模型中虚梁形式对横向刚度的影响。该桥为4×20 m预制混凝土连续箱梁桥,按交工静载试验满载加载,测试主梁的应变和挠度;采用M IDAS Civil软件建立3种虚梁形式的主梁空间梁格模型,计算设计荷载和试验

  17. Experimental Evaluation of the Post-ultimate Strength Behavior of a Ship's Hull Girder in Waves

    Institute of Scientific and Technical Information of China (English)

    Weijun Xu; Kazuhiro Iijima; Ryota Wada; Masahiko Fujikubo

    2012-01-01

    Experimental investigations into the collapse behavior of a box-shape hull girder subjected to extreme wave-induced loads are presented.The experiment was performed using a scaled model in a tank.In the middle of the scaled model,sacrificial specimens with circular pillar and trough shapes which respectively show different bending moment-displacement characteristics were mounted to compare the dynamic collapse characteristics of the hull girder in waves.The specimens were designed by using finite element (FE)-analysis.Prior to the tank tests,static four-point-bending tests were conducted to detect the load-carrying capacity of the hull girder.It was shown that the load-carrying capacity of a ship including reduction of the capacity after theultimate strength can be reproduced experimentally by employing the trough type specimens.Tank tests using these specimens were performed under a focused wave in which the hull girder collapses under once and repetitive focused waves.It was shown from the multiple collapse tests that the increase rate of collapse becomes higher once the load-carrying capacity enters the reduction path while the increase rate is lower before reaching the ultimate strength.

  18. Vibration and Buckling of Web Plate of the Plate Girder

    OpenAIRE

    高橋, 和雄; 呉, 明強; 中澤, 聡志; 筑紫, 宏之

    1998-01-01

    The vibration and buckling of the web of the plate girder are studied in this paper. The small deflection theory of the thin plate is used. The finite strip method is employed to solve vibration and buckling of the plate girder. Natural frequenies of buckling properties are shown for various plate girder bridges.

  19. Experiments with Externally Prestressed Continuous Composite Girders

    Directory of Open Access Journals (Sweden)

    M. Safan

    2001-01-01

    Full Text Available Steel-concrete composite girders have attractive potentials when applied in bridge construction. The serviceability performance of continuous composite girders is becoming more and more a deterministic parameter in the design of this type of structures. An effective method for improving this performance is to apply prestressing to control or completely eliminate concrete deck cracking caused by static and time dependent actions. Little literature has been found addressing the experimental analysis of continuous girders prestressed by means of external deviated tendons. The current research aims to investigate the behavior of a double-span steel composite beam externally prestressed by means of continuous tendons in terms of cracking characteristics, load deflection response, and load carrying capacity. The efficiency of prestressing is evaluated by comparing the results to those of a non-prestressed beam with similar cross sections and spans.

  20. 钢箱梁正交异性桥面板球扁钢纵肋球头朝向和黄隔板空孔的优化%Optimization of Bulb Direction and Diaphragm Cutout of Bulb Flat Ribs in Steel Orthotropic Deck of Box Girder

    Institute of Scientific and Technical Information of China (English)

    吴臻旺; 郑凯锋; 税彦斌; 张昊

    2011-01-01

    某钢箱梁正交异性桥面板行车道范围内采用球扁钢纵肋,在横隔板对应部位设置空孔让纵肋连续通过,为研究横隔板的空孔圆弧、空孔与纵肋连接端部等两个细节部位的受力特性,以某立交桥F匝道为工程背景,建立全桥有限元模型,对称荷载作用,对比横隔板对称位置空孔应力分布,分析纵肋球头朝向和背对邻近腹板两种布置对空孔受力的影响.荷栽位于不同横向位置,分析横隔板空孔面内受力.荷载位于不同纵向位置,分析横隔板空孔面外受力.对横隔板空孔圆弧半径进行参数分析.研究表明,球扁钢纵肋球头背对邻近腹板和适当增大空孔圆弧半径等措施,可明显改善横隔板空孔圆弧部位受力,但对空孔与纵肋连接端部效果不够明显,需采取进一步措施以改善该细节部位的受力性能.%Bulb flat ribs were used in the range of driveways on the steel orthotropic deck of a box girder, and cutout was set on the diaphragm to let the longitudinal ribs to pass through continuously. In order to probe into the stress characteristics of two details of diaphragm cutout, such as arc of cutout and its joint to rib, finite element analysis was carried out based on the ramp F of an overpass. With the symmetrical vehicle load action, stress distributions of symmetrical cutouts were compared, and the influences of bulb towards and/or back against the adjacent web plate on the stress characteristics of the cutout were studied respectively. For different transverse positions of vehicle load, the in-plane stress characteristics of diaphragm cutout were studied. For different longitudinal positions of vehicle load, the out-of-plane stress characteristics of diaphragm cutout were studied. Then, the parameter optimization of arc radius of cutout was carried out. The results show that the stress along the arc of the diaphragm cutout will be more appropriate when the bulb of longitudinal ribs is back

  1. 高速列车运行对铁路简支箱梁空气动力特性的影响%Inf luence of high speed train running on aerodynamic characteristics of railway simple-supported box-girder

    Institute of Scientific and Technical Information of China (English)

    肖军; 李小珍; 刘德军

    2015-01-01

    列车—桥梁系统的空气动力特性不仅受组合断面上的气动绕流影响,而且在顺桥向列车对桥梁的影响还呈现出非均匀性及动态变化。以高速列车通过铁路双线32 m 简支梁桥为例,分析头车前35 m至尾车后35 m范围内的桥梁三分力系数变化规律,得到了高速列车运行对该型桥梁不同位置断面空气动力特性的影响规律。研究发现,在任意时刻列车对铁路桥梁的空气动力特性影响都可划分为覆盖区、过渡区和无影响区3个区段,且随着列车在桥上的运行,列车对桥梁的影响区域在动态变化。提出了一种移动窗口模型方法来动态更新桥梁不同部位的气动力系数。该方法真正实现了列车—桥梁系统的动态气动耦合,能够更为精确地模拟风—车—桥系统耦合分析中的动态风荷载。%T he aerodynamic characteristics of train-bridge system are affected by the aerodynamic flow on a hybrid cross section and the effect of vehicle on bridge presents a non-homogeneous and dynamic variation along the bridge direction. T aking the high speed train passing through railway double line 32 m simple-supported box-girder bridge as an example,the variation law of bridge three-component aerodynamic coefficients from 35 m ahead first vehicle to 35 m behind the last vehicle was analyzed and the influence law of high speed train movement on aerodynamic characteristics of different bridge cross section was obtained. T he results indicated that effect of train on aerodynamic characteristics of railw ay bridge could be divided into 3 sections including the coverage area,the transition zone and the non-influence area at any time and the influence area changes dynamically with the train passing through the bridge. T his paper presented a moving window model to dynamically update the aerodynamic coefficients of different bridge parts and has realized the dynamic aerodynamic coupling of vehicle

  2. Plastic analysis of the lateral effective width of cantilever slabs of reinforced concrete box-girders%基于塑性分析的钢筋混凝土箱梁悬臂板横向受力有效分布宽度

    Institute of Scientific and Technical Information of China (English)

    方志; 郑辉; 刘双阳

    2012-01-01

    目前国内外相关设计规范中关于行车道板横向受力有效分布宽度的取值是基于弹性理论分析结果确定的,不能体现塑性阶段行车道板横向受力特点。通过对2个钢筋混凝土箱梁模型上的4块悬臂板进行荷载试验,得出悬臂板极限荷载和塑性铰线分布形式,并运用塑性分析方法,推导钢筋混凝土箱梁悬臂板在局部荷载作用下塑性有效分布宽度的计算公式。试验结果和理论分析比较表明:悬臂板的塑性有效分布宽度与荷载作用位置及单位板宽正、负极限弯矩值相关;满足构造配筋要求的箱梁悬臂板进行极限状态设计时,建议采用简化的三折线破坏模式进行塑性横向有效分布宽度计算,取正铰线扩散角为45°,负铰线扩散角为60°;荷载作用于悬臂板边缘时基于塑性的横向有效分布宽度是基于弹性分析的1.58倍。%According to the current design code specifications home and abroad, the values of effective width are mostly based on the results of elasticity theory, which cannot represent the characteristics of effective width in the plastic stage. The ultimate load capacity of cantilever slab and the distribution form of plastic yield-lines were acquired through loading experiments of four cantilever slabs of two reinforced concrete box-girders. The formula for calculating the effective width of the slabs under patch load was derived from plastic analysis. By comparing the experimental results with that of theoretical analysis, it is found that the plastic effective width depends on the load-bearing position and both the positive and negative values of ultimate moment, in addition, the simplified tri-linear mode could effectively determine the ultimate strength and plastic effective width of the slabs with at least the minimum reinforcement, and the desirable calculation plastic spread angle is 45~ for the positive yield-line, 60~ for the negative yield

  3. Committee VI.1. Extreme Hull Girder Loading

    DEFF Research Database (Denmark)

    Jensen, Jørgen Juncher

    2000-01-01

    Committee Mandate. Evaluate and develop direct calculation procedures for extreme wawe loads on ship hull girders. Due consideration shall be given to stochastic and non-linear effects. The procedures shall be assessed by comparison with in-service experiences, model tests and more refined...

  4. Key Technology of the Fabrication and Erection of Steel-concrete Composite Girder on Integral Span of Hong Kong-Zhuhai-Macao Bridge%港珠澳大桥钢-混组合梁制造及安装关键技术

    Institute of Scientific and Technical Information of China (English)

    王艳峰; 潘军

    2015-01-01

    港珠澳大桥浅水区非通航孔桥上部结构采用钢-混组合连续梁。文中主要从桥面板预制、钢主梁整孔制造、钢主梁桥面板组合、组合梁整孔运架,以及组合梁体系转换技术方面阐述了组合梁整孔制造整孔架设技术,体现了大型构件海上施工的“大型化、标准化、工厂化、装配化”理念。%The non-navigable bridge in the shallow water area of the Hong Kong-Zhuhai-Macao Bridge is made of steel-concrete composite structure in the form of continuous box girder structure.This arti-cle expounded the technology of integral fabrication and erection on box girder from fabrication of the precast concrete bridge deck,fabrication of integral span on box girder,combined with steel box gird-er and bridge deck,transport and erection on composite girder,stress system transformation on com-posite girder.It shows the advanced construction concept which is″large-scale,industrialized,stand-ardized and assembled″ in the marine construction.

  5. Behaviour of parallel girders stabilised with U-frames

    DEFF Research Database (Denmark)

    Virdi, Kuldeep; Azzi, Walid

    2010-01-01

    Lateral torsional buckling is a key factor in the design of steel girders. Stability can be enhanced by cross-bracing, reducing the effective length and thus increasing the ultimate capacity. U-frames are an option often used to brace the girders when designing through type of bridges and where...... overhead bracing is not practical. This paper investigates the effect of the U-frame spacing on the stability of the parallel girders. Eigenvalue buckling analysis was undertaken with four different spacings of the U-frames. Results were extracted from finite element analysis, interpreted and conclusions...

  6. Time-domain analysis of wind-induced buffet and wind-resistant measures for cable-stayed bridge with steel box girder at construction stage%大跨度钢箱梁斜拉桥施工过程风致抖振时域分析及抗风措施

    Institute of Scientific and Technical Information of China (English)

    张茜; 周绪红; 狄谨; 王继承

    2013-01-01

    以杭州湾跨海大桥北通航孔斜拉桥为背景,采用ANSYS有限元分析软件对其施工中最大双悬臂及最大单悬臂状态进行了风致抖振响应时域分析.采用谐波合成法进行了随机风场模拟,对塔、梁和索承受的风荷载分别进行了简化,并给出了静风力、抖振力和自激力的时域表达式及自激力在ANSYS中的实现方法;采用“鱼骨式”模型作为斜拉桥主梁的计算模型,分析考虑了结构的几何、气动非线性.分析结果表明:在施工阶段设计风荷载下,主梁悬臂端及塔顶处位移响应较小,风荷载效应与恒载效应组合后,塔根部截面最大拉应力为0.707 MPa;根据抖振响应分析结果和其他因素综合考虑,对杭州湾跨海大桥北通航孔斜拉桥提出了施工过程中有效可行的抗风措施.%Based on the project of north channel cable-stayed bridge of Hangzhou Bay Sea-crossing Bridge, the time-domain analysis of wind-induced buffet was carried out under the double and single jib condition by ANSYS. The random wind field was simulated by WAWS. Buffeting wind loads, which were exerted on tower, girder and cables, were simplified separately. The time-domain expressions of static wind force, buffeting force and full coupled auto-excited force, and how to exert the full coupled auto-excited force in ANSYS were proposed in this paper. Single beam elements were adopted to proceed the time-domain analysis, and the geometric and aerodynamic nonlinear of the structure was considered. Time-domain analysis results show that under the design wind loads at construction stage, the displacement response is smaller at the cantilever end of main girder and the top of pylon. The maximum tensile stress of the section at the root of pylon is 0. 707 MPa after combination of wind loads and dead loads. The wind resistance measures are suggested based on the results of the time-domain analysis and the influence of other factors. 3 tabs, 7 figs, 10

  7. 港珠澳大桥浅水区非通航孔桥组合梁设计%Design of Composite Girders for Non-Navigable Span Bridge of Hong Kong-Zhuhai-Macau Bridge in Shallow Water Area

    Institute of Scientific and Technical Information of China (English)

    罗扣; 王东晖; 张强

    2013-01-01

    The main part of the Hong Kong-Zhuhai-Macau Bridge is a part of the combined bridge and tunnel,of which the non-navigable span bridge in the shallow water area is the 85 m span continuous composite girder bridge that totally has 64 spans of the composite girders and is 5 440 m in length.The span arrangement of the bridge mainly includes two kinds of arrangement of 6)× 85 m and 5)× 85 m.The composite girders are the separated continuous single-cell singlebox girders with constant depth and specifically are composed of the open steel box girders and the concrete deck slabs that are connected each other via shear studs.A steel box girder is the inverted trapezoid structure,a concrete deck slab is the precast full slab in the transverse direction and the grooves are pre-reserved at the locations of the shear studs.To improve the transverse mechanical behavior of the deck slabs,the stringers are set in the sections of the composite girders and to keep the integrity of the slabs,the shear studs are arranged in a way of clustering.The composite girders are erected and installed in each full span by the large transportation and erection floating crane and the girders are closed span by span.%港珠澳大桥主体工程采用桥隧组合方案,其中浅水区非通航孔桥采用85 m连续组合梁桥形式,全长5 440m,共64孔,跨径布置主要采用6×85 m和5×85m2种形式.组合梁采用单箱单室分幅等高连续梁,由开口钢箱梁和混凝土桥面板通过剪力钉联结而成.钢箱梁为倒梯形结构;混凝土桥面板为横向整块预制,在剪力钉处设置预留槽.为改善混凝土桥面板的横向受力性能,该桥组合梁截面设置小纵梁;为保持桥面板的整体性,剪力钉采用集束式布置方式.组合梁采用大型运架一体浮吊整孔安装架设,逐孔合龙.

  8. Virtual box

    DEFF Research Database (Denmark)

    Stougaard, Malthe Kirkhoff

    2007-01-01

    . This paper reports on the design, implementation and initial evaluation of Virtual Box. Virtual Box attempts to create a physical and engaging context in order to support reciprocal interactions with expressive content. An implemented version of Virtual Box is evaluated in a location-aware environment...

  9. Suspension Bridge Flutter for Girder with Separate Control Flaps

    DEFF Research Database (Denmark)

    Huynh, T.; Thoft-Christensen, Palle

    Active vibration control of long span suspension bridge flutter using separated control flaps (SFSC) has shown to increase effectively the critical wind speed of bridges. In this paper, an SFSC calculation based on modal equations of the vertical and torsional motions of the bridge girder including...... the flaps is presented. The length of the flaps attached to the girder, the flap configuration and the flap rotational angles are parameters used to increase the critical wind speed of the bridge. To illustrate the theory a numerical example is shown for a suspension bridge of 1000m+2500m+1000m span based...

  10. Wave induced extreme hull girder loads on containerships

    DEFF Research Database (Denmark)

    Jensen, Jørgen Juncher; Pedersen, Preben Terndrup; Shi, Bill;

    2009-01-01

    , forward speed and hull flexibility. The vertical hull girder loads are evaluated for specific operational profiles. Firstly a quadratic strip theory is presented which can give separate predictions for the hogging and sagging bending moments and shear forces and for hull girder loads. Then this procedure...... is used as a base to derive semi-analytical formulas such that approximate wave load calculations can be performed by a simple spreadsheet program. Due to the few input parameters this procedure can be used to estimate the wave-induced bending moments at the conceptual design phase. Since the procedure...

  11. Preliminary study to facilitate smart structure systems in bridge girders

    Science.gov (United States)

    Kirkpatrick, Thomas C.; Peterson, Danford O.; Rossi, Peter J.; Ray, Laura R.; Livingston, Richard A.

    1999-05-01

    Sensors are currently available and used to monitor structural performance and loads incurred by bridges already in service. However, there has been limited research concerning the stresses that steel bridge girders endure during transport from the manufacturer to the job site and during the installation process. This paper reports the measured stresses on steel bridge girders during transportation from Lancaster, PA to Hanover, NH and during construction of the Ledyard Bridge on the New Hampshire - Vermont border. Two different monitoring system were developed for this data acquisition in a mobile environment. The first, a fiber optic strain monitoring system, utilizing Bragg grating technology. The second utilized an electrical- resistive foil strain gage network, in conjunction with wireless telemetry equipment. Together, these two systems formed a smart structure system for monitoring bridge girders while confirming the accuracy of data gathered through redundancy. Result conclusively demonstrated for the first time, that stresses in beams during transportation are significant and approach the factor of safety margin in girder design.

  12. The maximum bending moment resistance of plate girders

    NARCIS (Netherlands)

    Abspoel, R.

    2014-01-01

    In many steel structures like buildings, industrial halls and bridges, standard hot-rolled sections like IPE, HEA, HEB, HEM, HED and UNP in Europe and similar profiles in other regions of the world are used. The range of hot-rolled sections is limited and therefore fabricated plate girders are used

  13. Full Scale Test SSP 34m blade, Combined load. Data report

    DEFF Research Database (Denmark)

    Nielsen, Per Hørlyk; Nielsen, Magda; Jensen, Find Mølholt;

    This report is part of the research project entitled “Eksperimentel vingeforskning: Strukturelle mekanismer i nutidens og fremtidens store vinger under kombineret last” where a 34m wind turbine blade from SSP-Technology A/S was tested in combined flap and edgewise load. The applied load is 55% of...

  14. Bento Boxes

    Science.gov (United States)

    Hasio, Cindy

    2010-01-01

    Bento boxes are common objects in Japanese culture, designed to hold enough lunch for one person. They have individual compartments and sometimes multiple tiers for rice, vegetables, and other side dishes. They are made of materials ranging from wood, cloth, aluminum, or plastic. In general, the greater the number of foods, the better the box is…

  15. Onboard monitoring of fatigue damage rates in the hull girder

    DEFF Research Database (Denmark)

    Nielsen, Ulrik Dam; Jensen, Jørgen Juncher; Pedersen, Preben Terndrup;

    2011-01-01

    taking into account whipping stresses. It is conceptually shown how such a method, which integrates onboard estimation of sea states, can be used to deduce decision support with respect to the accumulated fatigue damage in the hull girder.The paper firstly presents a set of measured full-scale wave......Most new advanced ships have extensive data collection systems to be used for continuous monitoring of engine and hull performance, for voyage performance evaluation etc. Such systems could be expanded to include also procedures for stress monitoring and for decision support, where the most...... critical wave-induced ship extreme responses and fatigue damage accumulation can be estimated for hypothetical changes in ship course and speed in the automatically estimated wave environment.The aim of this paper is to outline a calculation procedure for fatigue damage rate prediction in hull girders...

  16. Buffeting Response of Suspension Bridge Girder with Separate Control Flaps

    DEFF Research Database (Denmark)

    Huynh, Truc; Thoft-Christensen, Palle

    This paper presents the calculation of the root mean square (RMS) response of a suspension bridge using separate control flaps (SCF) in turbulence conditions. It is assumed that the mean wind velocity is not large enough to cause coupled vibrations and that single mode buffeting response is of in......This paper presents the calculation of the root mean square (RMS) response of a suspension bridge using separate control flaps (SCF) in turbulence conditions. It is assumed that the mean wind velocity is not large enough to cause coupled vibrations and that single mode buffeting response...... on the basis of independent flutter derivatives and independent aeroelastic coefficients from the girder and from the flaps. The theory is demonstrated by a numerical example based on a long-span suspension bridge model with the Great Belt girder....

  17. Life-Cycle Management Strategy on Steel Girders in Bridges

    Directory of Open Access Journals (Sweden)

    Kevin K. L. So

    2012-01-01

    Full Text Available The major problems affecting the service life of bridges are related to various factors such as fatigue-sensitive details, increased service loads, corrosion deterioration, and the lack of proper maintenance. Among them, corrosion deterioration and fatigue damages of structures particularly to steel girder bridges are the most common ones. Bridges of different structural forms, at different locations or under different climates, may suffer from various degrees of deterioration. Steel girders at different positions of a bridge may also suffer from different degrees of damage. How to effectively maintain the bridge asset at a minimal cost and how to predict the time for future works are crucial, particularly when government funding sources become stretched. A comprehensive bridge management framework assisting stakeholders to appropriately and reasonably prioritize their future maintenance-related works in their bridge stocks, such that stakeholders can better allocate the limited resources, is utmost concerned. This paper proposes an integrated life-cycle management (LCM strategy on steel girders in bridges in which corrosion deterioration and fatigue damage prediction models are mapped with girders’ performance conditions. A practical example to demonstrate the applicability of the proposed LCM strategy is also illustrated.

  18. Precast Prestressed Concrete Truss-Girder for Roof Applications

    Directory of Open Access Journals (Sweden)

    Peter Samir

    2014-01-01

    Full Text Available Steel trusses are the most popular system for supporting long-span roofs in commercial buildings, such as warehouses and aircraft hangars. There are several advantages of steel trusses, such as lightweight, ease of handling and erection, and geometric flexibility. However, they have some drawbacks, such as high material and maintenance cost, and low fire resistance. In this paper, a precast concrete truss is proposed as an alternative to steel trusses for spans up to 48 m (160 ft without intermediate supports. The proposed design is easy to produce and has lower construction and maintenance costs than steel trusses. The truss consists of two segments that are formed using standard bridge girder forms with block-outs in the web which result in having diagonals and vertical members and reduces girder weight. The two segments are then connected using a wet joint and post-tensioned longitudinally to form a crowned truss. The proposed design optimizes the truss-girder member locations, cross-sections, and material use. A 9 m (30 ft long truss specimen is constructed using self-consolidated concrete to investigate the constructability and structural capacity of the proposed design. A finite element analysis of the specimen is conducted to investigate stresses at truss diagonals, verticals, and connections. Testing results indicate the production and structural efficiency of the developed system.

  19. Strengthening of steel–concrete composite girders using carbon fibre reinforced polymer (CFRP) plates

    Indian Academy of Sciences (India)

    S M Mosavi; A Sadeghi Nik

    2015-02-01

    Applying composites in order to strengthen and renew the infrastructures has globally been accepted. Traditional methods to strengthen the out-of-standard structures are costly, time consuming and requires a lot of labour. Today, new techniques are hired using light and strong substances which also resist against corrosion, known as Carbon Fibre Reinforced Polymer (CFRP) plates. Regarding the high tensile strength and proper module of elasticity, CFRP plates are considered as a suitable alternative to strengthen girders. The behaviour of steel–concrete composite girders being statically loaded and strengthened by CFRP plates in this study. The CFRP plates used in this study have been stuck, with epoxy adhesive, under the tensile sections of three steel girders. The results accompanied with analytical study of moment–curvature and numerical analysis done with ANSYS, show that CFRP plates with epoxy adhesive increases the ultimate loading capacity of steel–concrete composite girder. Plastic stiffness of the girders was also increased.

  20. Effects of vertical girder realignment in the Argonne APS storage ring.

    Energy Technology Data Exchange (ETDEWEB)

    Lessner, E.

    1999-04-14

    The effects of vertical girder misalignments on the vertical orbit of the Advanced Photon Source (APS) storage ring are studied. Partial sector-realignment is prioritized in terms of the closed-orbit distortions due to misalignments of the corresponding girders in the sectors. A virtual girder-displacement (VGD) method is developed that allows the effects of a girder realignment to be tested prior to physically moving the girder. The method can also be used to anticipate the corrector strengths needed to restore the beam orbit after a realignment. Simulation results are compared to experimental results and found to reproduce the latter quite closely. Predicted corrector strengths are also found to be close to the actual local corrector strengths after a proof-of-principle two-sector realignment was performed.

  1. On the Influence of Hull Girder Flexibility on the Wave

    DEFF Research Database (Denmark)

    Seng, Sopheak; Andersen, Ingrid Marie Vincent; Jensen, Jørgen Juncher

    2012-01-01

    Numerical predictions and model test results of the wave induced bending moments in a 9,400 TEU post-Panamax container vessel are presented for two regular wave scenarios. Different numerical procedures have been applied: a linear and non-linear time-domain strip theory and a direct calculation (...... (CFD) solving the Navier-Stokes equations with the free surface captured by a volume-of-fluid (VOF) method. In all procedures the flexibility of the hull girder is modelled as a non-uniform Timoshenko beam. It is observed that the non-linear models agree well with the model tests...

  2. Einstein's Boxes

    CERN Document Server

    Norsen, T

    2005-01-01

    At the 1927 Solvay conference, Einstein presented a thought experiment intended to demonstrate the incompleteness of the quantum mechanical description of reality. In the following years, the thought experiment was picked up and modified by Einstein, de Broglie, and several other commentators into a simple scenario involving the splitting in half of the wave function of a single particle in a box. In this paper we collect together several formulations of this thought experiment from the existing literature; analyze and assess it from the point of view of the Einstein-Bohr debates, the EPR dilemma, and Bell's theorem; and generally lobby for Einstein's Boxes taking its rightful place alongside similar but historically better-known quantum mechanical thought experiments such as EPR and Schroedinger's Cat.

  3. S/Ka Dichroic Plate with Rounded Corners for NASA's 34-m Beam-Waveguide Antenna

    Science.gov (United States)

    Veruttipong, W.; Khayatian, B.; Imbriale, W.

    2016-02-01

    An S-/Ka-band frequency selective surface (FSS) or a dichroic plate is designed, manufactured, and tested for use in NASA's Deep Space Network (DSN) 34-m beam-waveguide (BWG) antennas. Due to its large size, the proposed dichroic incorporates a new design feature: waveguides with rounded corners to cut cost and allow ease of manufacturing the plate. The dichroic is designed using an analysis that combines the finite-element method (FEM) for arbitrarily shaped guides with the method of moments and Floquet mode theory for periodic structures. The software was verified by comparison with previously measured and computed dichroic plates. The large plate was manufactured with end-mill machining. The RF performance was measured and is in excellent agreement with the analytical results. The dichroic has been successfully installed and is operational at DSS-24, DSS-34, and DSS-54.

  4. An Analysis of Near Fields of 34m Antennas of JPL/NASA Deep Space Network

    Science.gov (United States)

    Jamnejad, Vahraz; Juan, Nuria Llombart

    2011-01-01

    This paper addresses the issue of calculating near fields of the 34m Beam Waveguide (BWG) antennas of the NASA/JPL Deep Space Network (DSN). Calculating the near fields of DSN antennas are of interest in receive mode where the transmitting signals from nearby flying objects such as helicopters and airplanes could interfere with the operation of sensitive RF receiving system of DSN antennas, and in the transmit mode where fields from high-powered DSN antennas interfere with receivers on nearby flying objects, as well as safety considerations for the operators and visitors to the grounds surrounding the antenna sites. A complete and detailed analysis has been performed using PO/PTD techniques, including surface errors and support struts effects. Some results are presented, including comparisons with preliminary field tests.

  5. Full scale test SSP 34m blade, combined load. Data report

    Energy Technology Data Exchange (ETDEWEB)

    Nielsen, Per H.; Nielsen, Magda; Jensen, Find M. (and others)

    2010-11-15

    This report is part of the research project where a 34m wind turbine blade from SSP-Technology A/S was tested in combined flap and edgewise load. The applied load is 55% of an imaginary extreme event based on the certification load of the blade. This report describes the reason for choosing the loads and the load direction and the method of applying the loads to the blade. A novel load introduction allows the blade to deform in a more realistic manner, allowing the observation of e.g. transverse shear distortion. The global and local deformation of the blade as well as the blades' respond to repeated tests has been studied and the result from these investigations are presented, including the measurements performed. (Author)

  6. Design of bridge crane girder strain acquisition system based on virtual instrument

    Directory of Open Access Journals (Sweden)

    Wenxue LIU

    Full Text Available Girder is an important part of the bridge crane, which is also the main force element. In order to prevent accidents, it is necessary to collect the bridge crane girder stress data to analyse the fatigue life. This paper constructs a bridge crane girder strain acquisition system. The hardware system consists of sensors, connectors, data acquisition cards, wireless data transmission groups, POE power and host computer. The software system consists of NI MAX to interface with the computer's NI hardware and software resources,and LabVIEW programming to display and storage the girder strain data. Through this system, positions and working days strain data acquisition for the 50/10 t bridge crane girder gets the key positions strain data. The results show that the girder strain data acquisition system runs stably, channel signals of acquisition task transmit accurately, and the terminal data stores competely, meeting the detection requirements, which provides an important data support for the subsequent fatigue analysis and accurate remaining service life prediction of the crane girder.

  7. Study of Treating Schemes For Long-Term Downwarping Deterioration of Main Girder of A Bridge%某桥主梁长期下挠病害处治方案研究

    Institute of Scientific and Technical Information of China (English)

    蔡巍; 江湧; 陈波

    2015-01-01

    某桥主桥为主跨400 m的斜拉桥,1995年建成通车。在交通量激增、荷载超载、预应力损失等因素作用下,部分桥跨主梁呈现下挠加剧,主梁混凝土出现剥落、露筋及开裂等病害。为抑制主梁下挠不断发展的趋势,采用结构自重减载方式(将混凝土人行道板置换为轻型钢人行道板)来部分减缓主梁下挠,并对箱梁顶板底面粘贴碳纤维布进行加固。采用有限元软件建立主桥模型,计算结构自重减载及粘贴碳纤维布对改善主梁下挠的作用效应。结果表明,将混凝土人行道板置换成轻型钢人行道板后,主梁下挠程度相对减小;碳纤维布与主梁共同参与受力,在一定程度上抑制了混凝土病害进一步发展,也避免了因混凝土开裂而造成的主梁下挠,验证了该加固方案的可行性。%A Bridge was opened to traffic in 1995 .Its main bridge is a cable‐stayed bridge with a main span of 400 m .According to the inspection report ,the downwarping of main girder in some spans had been exarcebated ,the main girder concrete began to spalling ,deteriations including con‐crete spalling ,reinforcement exposure and concrete cracking were also found ,the causes of which can be attributed to the surge of traffic ,over load and prestress loss .To curb the exarcerbation of main girder downwarping ,the way of relieving the self weight of the structure was used to partial‐ly slow down the main girder downwarping ,specifically by replacing the concrete slabs in the side‐walks by the ligh weight steel plates ,and the main girder was strengthened by gluing carbon fiber sheet on the base of the top plate of the box girder .The finite element software was used to estab‐lish the model of the main bridge ,to calculate the effect of structural self weight reduction and car‐bon fiber sheets strengthening on the enhancement of main girder downwarping .The results of the calculation indicate

  8. Full Scale Test of SSP 34m blade, edgewise loading LTT. Data Report 1

    Energy Technology Data Exchange (ETDEWEB)

    Nielsen, Magda; Jensen, Find M.; Nielsen, Per H. (and others)

    2010-01-15

    This report is a part of a research project where a 34m wind turbine blade from SSP-Technology A/S has been tested in edgewise direction (LTT). The applied load is 60% of an unrealistic extreme event, corresponding to 75% of a certificated extreme load. This report describes the background, the test set up, the tests and the results. For this project, a new solution has been used for the load application and the solution for the load application is described in this report as well. The blade has been submitted to thorough examination. More areas have been examined with DIC, both global and local deflections have been measured, and also 378 strain gauge measurements have been performed. Furthermore Acoustic Emission has been used in order to detect damage while testing new load areas. The global deflection is compared with results from a previous test and results from FEM analyses in order to validate the solution as to how the gravity load on the blade was handled. Furthermore, the DIC measurement and the displacement sensors measurements are compared in order to validate the results from the DIC measurements. The report includes the results from the test and a description of the measurement equipment and the data acquisition. (author)

  9. Research on the stiffening girder erection sequence of three-tower suspension bridge

    Institute of Scientific and Technical Information of China (English)

    Zheng Runqing; Luo Xiheng

    2012-01-01

    Compared to the conventional two-tower suspension bridge, the three-tower suspension bridge has obviously different characteristics in structural performance because of the extra middle tower and main span. The construction sequence for the stiffening girder is significantly different between the three-tower suspension bridge and the two-tower suspension bridge. The tangential angle of the main cable is one of the controlling factors of the stiffening girder erection stage for a suspension bridge. According to 5 feasible cases for the stiffening girder erection scheme in Taizhou Bridge, the research about the tangential angle in each case mentioned above was made, and some factors that should be taken into account for the erection scheme of stiffening girder were pointed out.

  10. Fatigue crack detection in a plate girder using Lamb waves

    Science.gov (United States)

    Greve, D. W.; Oppenheim, I. J.; Wu, Wei; Zheng, Peng

    2007-04-01

    We report on the application of wafer-type PZT transducers to the detection of flaws in steel plate girders. In these experiments one transducer is used to emit a pulse and the second receives the pulse and reflections from nearby boundaries, flaws, or discontinuities (pitch-catch mode). In this application there will typically be numerous reflections observed in the undamaged structure. A major challenge is to recognize new reflections caused by fatigue cracks in the presence of these background reflections. A laboratory specimen plate girder was fabricated at approximately half scale, 910 mm deep with an h/t ratio of 280 for the web and a b/t ratio of 16 for the flanges, and with transverse stiffeners fabricated with a web gap at the tension flange. Two wafer-type transducers were mounted on the web approximately 175 mm from the crack location, one on each side of the stiffener. The transducers were operated in pitch-catch mode, excited by a windowed sinusoid to create a narrowband transient excitation. The transducer location relative to the crack corresponded to a total included angle of roughly 30 degrees in the path reflecting from the crack. Cyclic loading was applied to develop a distortion-induced fatigue crack in the web at the web gap location. After appearance of the crack, ultrasonic measurements were performed at a range of center frequencies below the cutoff frequency of the A1 Lamb wave mode. Subsequently the crack was extended mechanically to simulate crack growth under primary longitudinal (bending) stress and the measurements were repeated. Direct differencing of the signals showed arrivals at times corresponding to reflection from the crack location, growing in amplitude as the crack was lengthened mechanically. These results demonstrate the utility of Lamb waves for crack detection even in the presence of numerous background reflections.

  11. Performance evaluation of corrosion-affected reinforced concrete bridge girders using Markov chains with fuzzy states

    Indian Academy of Sciences (India)

    M B ANOOP; K BALAJI RAO

    2016-08-01

    A methodology for performance evaluation of reinforced concrete bridge girders in corrosive environments is proposed. The methodology uses the concept of performability and considers both serviceability- and ultimate-limit states. The serviceability limit states are defined based on the degree of cracking (characterized by crack width) in the girder due to chloride induced corrosion of reinforcement, and the ultimate limit states are defined based on the flexural load carrying capacity of the girder (characterized in terms of rating factor using the load and resistance factor rating method). The condition of the bridge girder is specified by the assignment of a condition state from a set of predefined condition states. Generally, the classification of condition states is linguistic, while the condition states are considered to be mutually exclusive and collectivelyexhaustive. In the present study, the condition states of the bridge girder are also represented by fuzzy sets to consider the ambiguities arising due to the linguistic classification of condition states. A non-homogeneous Markov chain (MC) model is used for modeling the condition state evolution of the bridge girder with time. The usefulness of the proposed methodology is demonstrated through a case study of a severely distressed beam of the Rocky Point Viaduct. The results obtained using the proposed approach are compared with those obtained using conventional MC model. It is noted that the use of MC with fuzzy states leads to conservative decision making for the problem considered in the case study.

  12. 客货共线1-156m简支钢桁结构分析%Structural analysis of 156 m simply supported steel truss girder

    Institute of Scientific and Technical Information of China (English)

    郝云杉

    2012-01-01

    The simply supported steel truss girder is widely used in railway bridge, because of definite stress, lower structural height, light weight and short construction period. Huanglin Hancheng Houma railway 156 m simply supported steel truss girder is the most span length in China. The bridge uses the triangle web member system without vertical members, which main truss members are box sections, the web members are box sections and H-shape sections. In the plane of the upper chords, the crisscross top lateral bracings are arranged which use I-shape sections. MIDAS Civil 2010 is use to establish the three-dimensional finite element model, calculate internal forces of main truss elements, stress, fatigue stress range and natural vibration period.%简支钢桁梁桥因其受力明确、结构高度低、自重轻以及施工周期短等优点,在铁路桥梁中得到了越来越广泛的采用.黄韩侯铁路单线l-156m栓焊下承式简支钢桁梁是目前国内最大跨度的简支钢桁梁结构.该桥主桁采用无竖杆的三角形腹杆体系,主桁弦杆均采用箱形截面;腹杆采用箱形截面和H形截面;上、下均采用交叉式平纵联,采用工字型截面.采用MIDAS Civil 2010建立该桥三维有限元模型,计算其主桁杆件内力、应力、疲劳应力幅,及全桥自振周期.

  13. Main Girder Type Selection for Maputo Bridge in Mozambique Based on Sectional Model Wind Tunnel Test%基于节段模型风洞试验的莫桑比克马普托大桥主梁选型研究

    Institute of Scientific and Technical Information of China (English)

    周健; 樊泽民; 王骑; 孟令亮; 魏雪涛; 李元博

    2014-01-01

    为合理确定主跨680 m 的莫桑比克马普托大桥的主梁形式,利用节段模型风洞试验,分别研究了扁平钢箱梁、钢箱叠合梁和工字型叠合梁的气动性能。结果表明:扭转刚度较弱的工字型叠合梁颤振风速远低于检验风速,且涡激振动也不满足舒适性要求,在设计中不宜采用;钢箱叠合梁尽管颤振风速较高,但其在钢箱顶面凸起的混凝土桥面板会造成气流分离和漩涡脱落,可能存在较大涡激振动振幅的隐患,可在设计中选择性采用;扁平钢箱梁断面颤振临界风速高,且无明显涡激振动,为该大跨度悬索桥的优选主梁形式。试验结果还显示,若设置宽0.5 m 的风嘴导流板可进一步提高钢箱梁断面的颤振临界风速,但由于导流板直接影响造价并增加后期养护费用,而节段模型试验结果一般偏于保守,因此最后的取舍需要参考三维颤振计算或全桥气弹模型风洞试验结果。若在其斜腹板上外挂直径90 cm 的过桥水管,将显著弱化颤振性能和涡振性能,因此在设计中不宜采用。%To select a rational main girder type for the Maputo Bridge in Mozambique which is projected to have a main span of 680 m ,the aerodynamic behavior of three types of main girder ,in-cluding the flat steel box girder ,steel-concrete composite box girder and I-shaped composite girder were examined by the sectional model wind tunnel test .The results of the test indicate that the I-shaped composite girder with intrinsic low torsional stiffness is not a favorable solution in the de -sign ,for its flutter wind speed is much smaller than the testing wind speed and its vortex -induced vibration is not able to meet the requirements of physical and psychological comfort as well .The steel-concrete composite box girder can withstand higher flutter wind speed ,but the concrete deck slab humps on top of the steel box are prone to cause airflow

  14. Numerical Analysis on Variation of Dynamic Response of Girder Bridges with Torsional Reinforcement Panels

    Directory of Open Access Journals (Sweden)

    Kang Jae-Yoon

    2015-01-01

    Full Text Available The dynamic flexural behaviour of the railway bridge is influenced by its torsional behaviour. Especially, in the case of girder railway bridges, the dynamic response tends to amplify when the natural frequency in flexure (1st vibration mode is close to that in torsion (2nd vibration mode. In order to prevent such situation, it is necessary to adopt a flexural-to-torsional natural frequency ratio larger than 120%. This study proposes a solution shifting the natural frequency in torsion to high frequency range and restraining torsion by installing concrete panels on the bottom flange of the girder so as to prevent the superposition of the responses in the girder bridge. The applicability of this solution is examined by finite element analysis of the shift of the torsional natural frequency and change in the dynamic response according to the installation of the concrete panels. The analytical results for a 30 m-span girder railway bridge indicate that installing the concrete panels increases the natural frequency in torsion by restraining the torsional behaviour and reduces also the overall dynamic response. It is seen that the installation of 100 mm-thick concrete panels along a section of 4 m at both extremities of the girder can reduce the dynamic response by more than 30%.

  15. The Vibration Based Fatigue Damage Assessment of Steel and Steel Fiber Reinforced Concrete (SFRC Composite Girder

    Directory of Open Access Journals (Sweden)

    Xu Chen

    2015-01-01

    Full Text Available The steel-concrete composite girder has been usually applied in the bridge and building structures, mostly consisting of concrete slab, steel girder, and shear connector. The current fatigue damage assessment for the composite girder is largely based on the strain values and concrete crack features, which is time consuming and not stable. Hence the vibration-based fatigue damage assessment has been considered in this study. In detail, a steel-steel fiber reinforced concrete (SFRC composite girder was tested. The steel fiber reinforced concrete is usually considered for dealing with the concrete cracks in engineering practice. The composite girder was 3.3m long and 0.45m high. The fatigue load and impact excitation were applied on the specimen sequentially. According to the test results, the concrete crack development and global stiffness degradation during the fatigue test were relatively slow due to the favourable performance of SFRC in tension. But on the other hand, the vibration features varied significantly during the fatigue damage development. Generally, it confirmed the feasibility of executing fatigue damage assessment of composite bridge based on vibration method.

  16. Closure technique for the hybrid girder cable stayed bridge of Edong Bridge

    Institute of Scientific and Technical Information of China (English)

    Liu Minghu; Tan Hao; Xu GuoPing; Zhao Canhui

    2012-01-01

    Based on Edong Yangtze River Bridge, which is the second longest hybrid girder cable stayed bridge with 926 m long main span, the influencing factors and crucial techniques of the main span closure method for long span hybrid girder cable stayed bridge are studied. After theoretical analysis, numerical evaluation and practical test, the loading assistant closure method is employed in Edong Yangtze River Bridge. The loading assistant closure method, with better thermal adaptability and less influence on bridge line and the forced status, can meet the requirements of the unstressed state control method. Based on the mentioned advantages, the loading assistant closure method is applicable to long span hybrid girder cable stayed bridges. The conclusion can provide a reference for the further design of the similar brid~es.

  17. A Simple Technique to Determine Interface Slip of Stud Connected SCC Girders

    Directory of Open Access Journals (Sweden)

    Rajasankar J.

    2012-01-01

    Full Text Available A simple technique is proposed to compute interface slip of stud connected steel-concrete composite (SCC girders based on the results of a flexure test. The technique makes use of relative longitudinal displacement of the concrete slab and steel beam to calculate the interface slip. In the flexure test of a SCC girder, a cost-effective instrumentation arrangement consisting of mechanical dial gauges is used to measure the relative longitudinal displacement. Responses measured from experiments on SCC girders conducted by the authors are used for numerical implementation and validation of the technique. Alternatively, interface slip is also evaluated by applying an analytical model which is based on first principles of mechanics. The values of interface slip computed by using the proposed technique are found to have close correlation with those of the analytical model. The effect of edge restraint on slip due to friction between steel and concrete is also studied

  18. Welding of girders to insert plates of composite steel-concrete structure of tower in Kuwait

    OpenAIRE

    A. Lisiecki; J. Szlek; A. Klimpel

    2007-01-01

    Purpose: A study of influence of preheating and MMA welding technique of tee-joints of plate girders to insert plates of a composite steel-concrete structure of the telecommunication tower, on the properties and quality of the concrete in the region of the insert plate has been carried out.Design/methodology/approach: Studies of thermo-mechanical phenomena during manual arc welding MMA of tee-joints between plate girders and insert plates were carried out to identify possible sources of the ...

  19. Welding of girders to insert plates of composite steel-concrete structure

    OpenAIRE

    A. Klimpel; A. Lisiecki; J. Szlek

    2007-01-01

    Purpose: of this paper: A study of influence of preheating and MMA welding technique of tee-joints of plate girders to insert plates of a composite steel-concrete structure of the telecommunication tower, on the properties and quality of the concrete in the region of the insert plate has been carried out.Design/methodology/approach: Studies of thermo-mechanical phenomena during manual arc welding MMA of tee-joints between plate girders and insert plates were carried out to identify possible s...

  20. Laryngeal (Voice Box) Cancer

    Science.gov (United States)

    ... ENTCareers Marketplace Find an ENT Doctor Near You Voice Box (Laryngeal) Cancer Voice Box (Laryngeal) Cancer Patient Health Information News media ... laryngeal cancer can be severe with respect to voice, breathing, or swallowing. It is fundamentally a preventable ...

  1. Maintained ship hull girder ultimate strength reliability considering corrosion and fatigue

    DEFF Research Database (Denmark)

    Hu, Yong; Cui, W.; Pedersen, Preben Terndrup

    2004-01-01

    The prupose of this paper is to propose a methodology to assess the time-variant ultimate strength of ship hull girder under the degradations of corrosion and fatigue. The effects of fatigue cracks on the tensile and compressive residual ultimate strength of stiffened panels and unstiffened plate...

  2. Multi-Step Ka/Ka Dichroic Plate with Rounded Corners for NASA's 34m Beam Waveguide Antenna

    Science.gov (United States)

    Veruttipong, Watt; Khayatian, Behrouz; Hoppe, Daniel; Long, Ezra

    2013-01-01

    A multi-step Ka/Ka dichroic plate Frequency Selective Surface (FSS structure) is designed, manufactured and tested for use in NASA's Deep Space Network (DSN) 34m Beam Waveguide (BWG) antennas. The proposed design allows ease of manufacturing and ability to handle the increased transmit power (reflected off the FSS) of the DSN BWG antennas from 20kW to 100 kW. The dichroic is designed using HFSS and results agree well with measured data considering the manufacturing tolerances that could be achieved on the dichroic.

  3. 钢桁腹预应力混凝土组合梁桥的剪滞效应%Study on Shear-lag Effect of Steel Truss-web and Pre-stressed Concrete Composite Girder Bridge

    Institute of Scientific and Technical Information of China (English)

    刘朵; 张建东; 刘钊

    2013-01-01

    The steel truss-web and pre-stressed concrete composite girder bridge consists of two parts :steel truss-web and top-and-bottom concrete board .Because the distribution of shear deformation is non-uniform ,the composite box girder bridge has the obvious shear-lag effect under longitudinal bending .Taking a steel truss-web and pre-stressed concrete composite girder bridge for example ,the shear-lag effect and the distribution law of effective width are analyzed by the fi-nite element model of space ,and the effects of top-and-bottom thickness and steel pipe thickness on the shear-lag effect are studied here so as to provide references for the similar design in the future .%钢桁腹预应力混凝土组合梁桥在截面形式上采用桁式腹杆和混凝土顶底板,由于剪切变形的不均匀性,使得组合箱梁在纵向弯曲时产生较为明显的剪滞效应。以某钢桁腹混凝土组合梁桥为例,利用空间实体模型分析了剪滞效应和有效宽度分布规律,并研究了顶底板厚度及钢管壁厚对剪滞效应的影响,为今后同类桥型的设计提供参考。

  4. Strengthening and repair of steel-concrete composite girders using CFRP laminates

    Science.gov (United States)

    Tavakkolizadeh, Mohammadreza

    The use of advanced composite materials for rehabilitation and repair of deteriorating infrastructure has been embraced worldwide. The conventional techniques for strengthening of substandard bridges are costly, time consuming and labor intensive. A total of 38 specimens made of steel and carbon fibers were prepared and tested to investigate the possibility of galvanic corrosion. Two simulated aggressive environments and three different amounts of epoxy coating were used. Potentiodynamic polarization and galvanic corrosion tests were conducted. The results of the experiments showed the existence of galvanic corrosion however the rate of such corrosion could be decreased significantly by epoxy coating. A total of 21 specimens made of S 5 x 10 A36 steel beams were prepared and tested to determine the effectiveness of CFRP patch on fatigue life of notched beam. The results showed that not only CFRP patch tends to extend the fatigue life of a detail more than three times, but also it decreases the crack growth rate significantly. To investigate the effectiveness of the epoxy bonded CFRP sheets in repair and retrofit of composite girders, a total of six large-scale steel-concrete composite girders made of W 14 x 30 A36 steel beam and 7.5 cm. thick by 91 cm wide concrete slab were prepared and tested. Three different numbers of CFRP layers and three different damage level in Range were considered. The retrofitting test results showed that epoxy bonded CFRP Sheet increased the ultimate load carrying capacity of composite girders and the behavior can be conservatively predicted by traditional methods. The repair test results showed that epoxy bonded CFRP sheet could restore the ultimate load carrying capacity and stiffness of damaged steel-concrete composite girders. The ultimate capacity of the repaired beam was predicted by traditional methods of analysis of steel-concrete composite beams, which was fairly conservative. Guidelines and procedures for design of Steel

  5. Straw in a Box

    Science.gov (United States)

    Jerrard, Richard; Schneider, Joel; Smallberg, Ralph; Wetzel, John

    2006-01-01

    A problem on a state's high school exit exam asked for the longest straw that would fit in a box. The examiners apparently wanted the length of a diagonal of the box, but the figure accompanying the question suggested otherwise--that the radius of the straw be considered. This article explores that more general problem.

  6. ALUMINUM BOX BUNDLING PRESS

    Directory of Open Access Journals (Sweden)

    Iosif DUMITRESCU

    2015-05-01

    Full Text Available In municipal solid waste, aluminum is the main nonferrous metal, approximately 80- 85% of the total nonferrous metals. The income per ton gained from aluminum recuperation is 20 times higher than from glass, steel boxes or paper recuperation. The object of this paper is the design of a 300 kN press for aluminum box bundling.

  7. Shaping 3-D boxes

    DEFF Research Database (Denmark)

    Stenholt, Rasmus; Madsen, Claus B.

    2011-01-01

    Enabling users to shape 3-D boxes in immersive virtual environments is a non-trivial problem. In this paper, a new family of techniques for creating rectangular boxes of arbitrary position, orientation, and size is presented and evaluated. These new techniques are based solely on position data...

  8. The mirror box

    Science.gov (United States)

    Thompson, Gene; Mathieson, Don

    2001-11-01

    The mirror box is an old standby in magic shows and an impressive demonstration of the law of reflection for the physics instructor. The box creates the illusion of an object floating in space by the use of a plane mirror.

  9. Boxing with neutrino oscillations

    Science.gov (United States)

    Wagner, D. J.; Weiler, Thomas J.

    1999-06-01

    We develop a characterization of neutrino oscillations based on the coefficients of the oscillating terms. These coefficients are individually observable; although they are quartic in the elements of the unitary mixing matrix, they are independent of the conventions chosen for the angle and phase parametrization of the mixing matrix. We call these reparametrization-invariant observables ``boxes'' because of their geometric relation to the mixing matrix, and because of their association with the Feynman box diagram that describes oscillations in field theory. The real parts of the boxes are the coefficients for the CP- or T-even oscillation modes, while the imaginary parts are the coefficients for the CP- or T-odd oscillation modes. Oscillation probabilities are linear in the boxes, so measurements can straightforwardly determine values for the boxes (which can then be manipulated to yield magnitudes of mixing matrix elements). We examine the effects of unitarity on the boxes and discuss the reduction of the number of boxes to a minimum basis set. For the three-generation case, we explicitly construct the basis. Using the box algebra, we show that CP violation may be inferred from measurements of neutrino flavor mixing even when the oscillatory factors have averaged. The framework presented here will facilitate general analyses of neutrino oscillations among n>=3 flavors.

  10. Damage investigation of girder bridges under the Wenchuan earthquake and corresponding seismic design recommendations

    Institute of Scientific and Technical Information of China (English)

    Li Jianzhong; Peng Tianbo; Xu yan

    2008-01-01

    An investigation of girder bridges on National Highway 213 and the Doujiangyan-Wenchuan expressway after the Wenchuan earthquake showed that typical types of damage included:span collapses due to unseating at expansion joints;shear key failure;and damage of the expansion joint due to the slide-induced large relative displacement between the bottom of the girder and the top of the laminated-rubber bearing.This slide,however,can actually act as a form of isolation for the substructure,and as a result,the piers and foundation of most of the bridges on state route 213 suffered minor damage.The exception was the Baihua Bridge,which suffered severe damage.Corresponding seismic design recommendations are presented based on this investigation.

  11. HULL GIRDER PROGRESSIVE COLLAPSE ANALYSIS USING IACS PRESCRIBED AND NLFEM DERIVED LOAD - END SHORTENING CURVES

    Directory of Open Access Journals (Sweden)

    Stanislav Kitarović

    2016-06-01

    Full Text Available This paper considers the hull girder ultimate strength of a bulk carrier at its midship section, as determined by an incremental-iterative progressive collapse analysis method prescribed by the International Association of Classification Societies Common Structural Rules for Bulk Carriers. In addition to the originally prescribed load – end shortening curves, curves determined by the nonlinear finite element method analysis (considering the influence of the idealized initial geometrical imperfections are also considered. Results obtained by both sets of curves are compared and discussed on both local (structural components load – end shortening curve and global (hull girder ulti-mate bending capacity and collapse sequence level, for both sagging and hogging cases.

  12. Numerical Simulation for Progressive Collapse of Continuous Girder Bridge Subjected to Ship Impact

    Institute of Scientific and Technical Information of China (English)

    田力; 黄飞

    2014-01-01

    The three-stage simulation method based on LS-DYNA was introduced in this study to simulate the pro-gressive collapse of a continuous girder bridge after a ship-bridge collision. The pile-soil dynamic interaction and the initial stress and deformation of the whole bridge before the collision were considered. By analyzing the damage, de-formation, stress distribution and collapse process of the whole bridge, the results show that the displacement response of the cap beam lags behind the pile cap. The response order of the whole bridge’s components depends on their dis-tances from the collision region. The plastic deformation of soil around piles has a positive effect on delaying the fur-ther increase in the displacement of piles. The impacted pier’s losing stability and its superstructure’s excessive defor-mation are the main reasons leading to the progressive collapse of the continuous girder bridge.

  13. Locally Corroded Stiffener Effect on Shear Buckling Behaviors of Web Panel in the Plate Girder

    Directory of Open Access Journals (Sweden)

    Jungwon Huh

    2015-01-01

    Full Text Available The shear buckling failure and strength of a web panel stiffened by stiffeners with corrosion damage were examined according to the degree of corrosion of the stiffeners, using the finite element analysis method. For this purpose, a plate girder with a four-panel web girder stiffened by vertical and longitudinal stiffeners was selected, and its deformable behaviors and the principal stress distribution of the web panel at the shear buckling strength of the web were compared after their post-shear buckling behaviors, as well as their out-of-plane displacement, to evaluate the effect of the stiffener in the web panel on the shear buckling failure. Their critical shear buckling load and shear buckling strength were also examined. The FE analyses showed that their typical shear buckling failures were affected by the structural relationship between the web panel and each stiffener in the plate girder, to resist shear buckling of the web panel. Their critical shear buckling loads decreased from 82% to 59%, and their shear buckling strength decreased from 88% to 76%, due to the effect of corrosion of the stiffeners on their shear buckling behavior. Thus, especially in cases with over 40% corrosion damage of the vertical stiffener, they can have lower shear buckling strength than their design level.

  14. The vibration research of the AC dipole-girder system for CSNS/RCS

    CERN Document Server

    Renhong, Liu; Huamin, Qu; Ling, Kang; Motuo, Wang; Guangyuan, Wang; Haijing, Wang

    2013-01-01

    China spallation neutron source(CSNS) is a high intensity proton accelerator based facility, and its accelerator complex includes two main parts: an H- linac and a rapid cycling synchrotron(RCS). The rcs accumulates the 80MeV proton beam, and accelerates it to 1.6GeV, with a repetition rate of 25 Hz. The AC dipole of the RCS is operated at a 25Hz sinusoidal alternating current which causes severe vibration. The vibration will influence the long-term safety and reliable operation of the magnet. The dipole magnet of RCS is active vibration equipment which is different with ground vibration accelerator. It is very important to design and research the dynamic characteristic of the dipole-girder system. This paper takes the dipole and girder as a specific model system, a method for researching the dynamic characteristic of the system is put forward by combining theoretical calculation with experimental testing. The ansys simulation method plays a very important role in the girder structure design stage. With the m...

  15. Study the vibration and dynamic response of the dipole girder system for CSNS/RCS

    CERN Document Server

    Renhong, Liu; JunSong, Zhang; GuangYuan, Wang

    2015-01-01

    China Spallation Neutron Source is a high intensity proton accelerator based facility, and its accelerator complex includes two main parts an H- linac and a rapid cycling synchrotron. The RCS accumulates the 80MeV proton beam, and accelerates it to 1.6GeV, with a repetition rate of 25Hz. The dipole of the CSNS RCS is operated at a 25 Hz sinusoidal alternating current which causes severe vibrate. The vibration will influence the long term safety and reliable operation of the magnet. The dipole of the CSNS RCS is an active vibration equipment which is different from the ground vibration accelerator. It is very important to design and study the dynamic characteristics of the dipole girder system. This paper takes the dipole and girder as a specific model system, a method for studying the dynamic characteristics of the system is put forward by combining theoretical calculation with experimental testing. The modal parameters with and without vibration isolator of the dipole girder system are obtain through ANSYS s...

  16. Finite Element Analysis of the Effect of Crack Depth and Crack Opening On the Girder

    Directory of Open Access Journals (Sweden)

    Md. Kamrul Hassan

    2011-01-01

    Full Text Available In order to identify the effect of crack depth and opening on the girder, finite element method (FEM has been used in this paper. In FE analysis, six nodded two dimensional plane elements (PLANE-2 are considered. Each node has two degree of freedom such as UX and UY. For the plane elements, a plane stress width/thickness option is chosen. For analytical model of crack of the concrete bridge girder, crack opening was increased from 0.2 mm to 1mm at an interval 0.2 mm and crack depth also increased from 30 mm to 150 mm at an interval 30 mm. The models were discreatized by a triangular mesh and convergence test was executed to obtain satisfactory results from the Plane-2 element. From the numerical result, it is seen that the principal stress become a higher with increased the crack depth and also crack opening with respect to load increasing. But the crack depth at 90 mm and crack opening at 0.6 mm, it has more effect on the girder because the stress concentration is higher than other crack depth and opening.

  17. Shear and shear friction of ultra-high performance concrete bridge girders

    Science.gov (United States)

    Crane, Charles Kennan

    Ultra-High Performance Concrete (UHPC) is a new class of concrete characterized by no coarse aggregate, steel fiber reinforcement, low w/c, low permeability, compressive strength exceeding 29,000 psi (200 MPa), tensile strength ranging from 1,200 to 2,500 psi (8 to 17 MPa), and very high toughness. These properties make prestressed precast UHPC bridge girders a very attractive replacement material for steel bridge girders, particularly when site demands require a comparable beam depth to steel and a 100+ year life span is desired. In order to efficiently utilize UHPC in bridge construction, it is necessary to create new design recommendations for its use. The interface between precast UHPC girder and cast-in-place concrete decks must be characterized in order to safely use composite design methods with this new material. Due to the lack of reinforcing bars, all shear forces in UHPC girders have to be carried by the concrete and steel fibers. Current U.S. codes do not consider fiber reinforcement in calculating shear capacity. Fiber contribution must be accurately accounted for in shear equations in order to use UHPC. Casting of UHPC may cause fibers to orient in the direction of casting. If fibers are preferentially oriented, physical properties of the concrete may also become anisotropic, which must be considered in design. The current research provides new understanding of shear and shear friction phenomena in UHPC including: (1) Current AASHTO codes provide a non-conservative estimate of interface shear performance of smooth UHPC interfaces with and without interface steel. (2) Fluted interfaces can be created by impressing formliners into the surface of plastic UHPC. AASHTO and ACI codes for roughened interfaces are conservative for design of fluted UHPC interfaces.(3) A new equation for the calculation of shear capacity of UHPC girders is presented which takes into account the contribution of steel fiber reinforcement. (4) Fibers are shown to preferentially

  18. Pion in a Box

    CERN Document Server

    Bietenholz, W; Horsley, R; Nakamura, Y; Pleiter, D; Rakow, P E L; Schierholz, G; Zanotti, J M

    2010-01-01

    The residual mass of the pion in a finite spatial box at vanishing quark masses is computed with two flavors of dynamical clover fermions. The result is compared with predictions of chiral perturbation theory in the delta regime.

  19. Voice box (image)

    Science.gov (United States)

    The larynx, or voice box, is located in the neck and performs several important functions in the body. The larynx is involved in swallowing, breathing, and voice production. Sound is produced when the air which ...

  20. Boxes and Shelves

    OpenAIRE

    Hughes, Dean

    2008-01-01

    The Boxes and Shelves series from 2008 are are all made from the backing card from discarded writing pads. Boxes and Shelves extended my investigation of quotidian materials and their relationship to the origins of creative toil. Since 1996 my research has sought to identify and locate instances where the 'unmeasurable' meets the measurable. I have consistently employed a range of utilitarian materials such as bus seats, bus tickets, puddles, A4 writing paper, to present a series of 'problem ...

  1. [Boxing: traumatology and prevention].

    Science.gov (United States)

    Cabanis, Emmanuel-Alain; Iba-Zizen, Marie-Thérèse; Perez, Georges; Senegas, Xavier; Furgoni, Julien; Pineau, Jean-Claude; Louquet, Jean-Louis; Henrion, Roger

    2010-10-01

    In 1986, a surgeon who, as an amateur boxer himself was concerned with boxers' health, approached a pioneering Parisian neuroimaging unit. Thus began a study in close cooperation with the French Boxing Federation, spanning 25 years. In a first series of 52 volunteer boxers (13 amateurs and 39 professionals), during which MRI gradually replaced computed tomography, ten risk factors were identified, which notably included boxing style: only one of 40 "stylists" with a good boxing technique had cortical atrophy (4.5 %), compared to 15 % of "sloggers". Changes to the French Boxing Federation rules placed the accent on medical prevention. The second series, of 247 boxers (81 amateurs and 266 professionals), showed a clear improvement, as lesions were suspected in 14 individuals, of which only 4 (1.35 %) were probably due to boxing. The third and fourth series were part of a protocol called "Brain-Boxing-Ageing", which included 76 boxers (11 having suffered KOs) and 120 MRI scans, with reproducible CT and MRI acquisitions (9 sequences with 1.5 T then 3 T, and CT). MRI anomalies secondary to boxing were found in 11 % of amateurs and 38 % of professionals (atrophy, high vascular T2 signal areas, 2 cases of post-KO subdural bleeding). CT revealed sinus damage in 13 % of the amateurs and 19 % of the professionals. The risk of acute and chronic facial and brain damage was underline, along with detailed precautionary measures (organization of bouts, role of the referee and ringside doctor, and application of French Boxing Federation rules).

  2. Infectious disease and boxing.

    Science.gov (United States)

    King, Osric S

    2009-10-01

    There are no unique boxing diseases but certain factors contributing to the spread of illnesses apply strongly to the boxer, coach, and the training facility. This article examines the nature of the sport of boxing and its surrounding environment, and the likelihood of spread of infection through airborne, contact, or blood-borne routes of transmission. Evidence from other sports such as running, wrestling, and martial arts is included to help elucidate the pathophysiologic elements that could be identified in boxers.

  3. Nonneurologic emergencies in boxing.

    Science.gov (United States)

    Coletta, Domenic F

    2009-10-01

    Professional boxing has done an admirable job in promoting safety standards in its particular sport. However, injuries occur during the normal course of competition and, unfortunately, an occasional life-threatening emergency may arise. Although most common medical emergencies in boxing are injuries from closed head trauma, in this article those infrequent but potentially catastrophic nonneurologic conditions are reviewed along with some less serious emergencies that the physician must be prepared to address.

  4. Cable Tester Box

    Science.gov (United States)

    Lee, Jason H.

    2011-01-01

    Cables are very important electrical devices that carry power and signals across multiple instruments. Any fault in a cable can easily result in a catastrophic outcome. Therefore, verifying that all cables are built to spec is a very important part of Electrical Integration Procedures. Currently, there are two methods used in lab for verifying cable connectivity. (1) Using a Break-Out Box and an ohmmeter this method is time-consuming but effective for custom cables and (2) Commercial Automated Cable Tester Boxes this method is fast, but to test custom cables often requires pre-programmed configuration files, and cables used on spacecraft are often uniquely designed for specific purposes. The idea is to develop a semi-automatic continuity tester that reduces human effort in cable testing, speeds up the electrical integration process, and ensures system safety. The JPL-Cable Tester Box is developed to check every single possible electrical connection in a cable in parallel. This system indicates connectivity through LED (light emitting diode) circuits. Users can choose to test any pin/shell (test node) with a single push of a button, and any other nodes that are shorted to the test node, even if they are in the same connector, will light up with the test node. The JPL-Cable Tester Boxes offers the following advantages: 1. Easy to use: The architecture is simple enough that it only takes 5 minutes for anyone to learn how operate the Cable Tester Box. No pre-programming and calibration are required, since this box only checks continuity. 2. Fast: The cable tester box checks all the possible electrical connections in parallel at a push of a button. If a cable normally takes half an hour to test, using the Cable Tester Box will improve the speed to as little as 60 seconds to complete. 3. Versatile: Multiple cable tester boxes can be used together. As long as all the boxes share the same electrical potential, any number of connectors can be tested together.

  5. Assessment and Strengthening of a Fire Damaged Prestressed Concrete Continuous Girder Bridge%某预应力混凝土连续梁桥火损评估与加固

    Institute of Scientific and Technical Information of China (English)

    刘华; 高宗余; 刘其伟; 张军雷

    2015-01-01

    某大桥靠岛岸侧的5×35 m连续梁引桥于2012年某日凌晨3时左右遭受火灾。为恢复该桥的使用功能,针对火损后的桥跨进行现场检测,并结合火场温度和结构温度场的模拟分析,对结构的受损程度进行综合评定。结果表明箱梁表面有较大面积的混凝土崩落,且造成钢筋外露,受火灾影响最为严重的是内侧翼板处,因火损导致8根横向预应力钢绞线外露。在此基础上针对箱梁混凝土火损后剥落采取砂浆修补或灌注并结合粘贴锚固钢板的措施;针对翼板横向预应力火损采取增设钢结构隔板的措施;针对结构整体采用张拉粘贴预应力碳纤维板的措施进行维修加固。经试验评定,验证了加固方案实施后的桥梁承载能力得以恢复。%T he 5 × 35‐m span continuous girder approach bridge of a bridge on the island bank side caught fire at about 03 :00 in the early morning in a day in 2012 .To restore the operational function of the bridge ,the fire damaged spans of the bridge were inspected in the field ,the fire temperatures and temperature fields of the structure were simulated and analyzed and the damage degrees of the structure were comprehensively assessed .The results of the assessment show that rather great area of concrete spalling occurs on the surface of the box girder of the bridge and the concrete spalling causes the exposure of the reinforcement .The part of the box girder affected most severely by the fire damage is the inner side cantilever slab w here 8 transverse prestressing steel wire strands are exposed owing to the fire .According to the assessment ,the concrete spal‐ling of the box girder is repaired by the measure of plastering or grouting the cement mortar and binding the anchor steel plates .The damaged prestressing steel wire strands of the cantilever slab are repaired by the measure of adding the steel partition plates and the w hole structure is repaired and

  6. The BOXES Methodology Black Box Dynamic Control

    CERN Document Server

    Russell, David W

    2012-01-01

    Robust control mechanisms customarily require knowledge of the system’s describing equations which may be of the high order differential type.  In order to produce these equations, mathematical models can often be derived and correlated with measured dynamic behavior.  There are two flaws in this approach one is the level of inexactness introduced by linearizations and the other when no model is apparent.  Several years ago a new genre of control systems came to light that are much less dependent on differential models such as fuzzy logic and genetic algorithms. Both of these soft computing solutions require quite considerable a priori system knowledge to create a control scheme and sometimes complicated training program before they can be implemented in a real world dynamic system. Michie and Chambers’ BOXES methodology created a black box system that was designed to control a mechanically unstable system with very little a priori system knowledge, linearization or approximation.  All the method need...

  7. Methods for determination of ultimate load of eccentrically patch loaded steel I-girders

    Directory of Open Access Journals (Sweden)

    Šćepanović, B.

    2014-12-01

    Full Text Available Experimental tests show that most eccentrically patch loaded steel I-girders have a collapse mode quite different from that of centrically loaded girders. Concerning engineering practice, the most important difference between collapse modes is in ultimate load. The reduction in ultimate load with an increase in load eccentricity is obvious in some eccentrically loaded girders. Under certain circumstances, for a certain combination of influential parameters, eccentrically loaded girders behave as if loaded in the web plane, with no or no significant reduction in ultimate load due to load eccentricity. Dealing with such a big number of mutually dependant parameters that influence collapse mode and level of ultimate load reduction due to load eccentricity, still without theoretical formulation of collapse mechanism, two approaches for ultimate load determination are analysed: empirical mathematical expressions and artificial neural networks forecast models. Results of two procedures are compared. Recommendations for application in engineering practice are given.Las pruebas experimentales muestran que la mayoría de vigas en I de acero cargadas excéntricamente tienen un modo de colapso muy diferente del de las vigas cargadas centradas. En cuanto a la práctica de ingeniería, la diferencia más importante entre los modos de colapso es la carga final. La reducción de la carga última con un aumento de la excentricidad de carga es evidente en algunas vigas cargadas excéntricamente, mientras que bajo ciertas circunstancias, para una determinada combinación de parámetros influyentes, las vigas cargadas excéntricamente se comportan como si se carga en el plano del alma, con ninguna reducción significativa en la carga última debido a la carga excéntrica. Se analizan dos métodos para la determinación de la carga máxima: expresiones matemáticas empíricas y redes neuronales artificiales. Los resultados de ambos procedimientos se comparan. Se

  8. Depth in box spaces.

    Science.gov (United States)

    Pont, Sylvia C; Nefs, Harold T; van Doorn, Andrea J; Wijntjes, Maarten W A; Te Pas, Susan F; de Ridder, Huib; Koenderink, Jan J

    2012-01-01

    Human observers adjust the frontal view of a wireframe box on a computer screen so as to look equally deep and wide, so that in the intended setting the box looks like a cube. Perspective cues are limited to the size-distance effect, since all angles are fixed. Both the size on the screen, and the viewing distance from the observer to the screen were varied. All observers prefer a template view of a cube over a veridical rendering, independent of picture size and viewing distance. If the rendering shows greater or lesser foreshortening than the template, the box appears like a long corridor or a shallow slab, that is, like a 'deformed' cube. Thus observers ignore 'veridicality'. This does not fit an 'inverse optics' model. We discuss a model of 'vision as optical user interface'.

  9. Opto-Box

    CERN Document Server

    Bertsche, David; The ATLAS collaboration; Welch, Steven; Smith, Dale Shane; Che, Siinn; Gan, K.K.; Boyd, George Russell Jr

    2015-01-01

    The opto-box is a custom mini-crate for housing optical modules, which process and transfer optoelectronic data. The system tightly integrates electrical, mechanical, and thermal functionality into a small package of size 35x10x8 cm^3. Special attention was given to ensure proper shielding, grounding, cooling, high reliability, and environmental tolerance. The custom modules, which incorporate Application Specific Integrated Circuits (ASICs), were developed through a cycle of rigorous testing and redesign. In total, fourteen opto-boxes have been installed and loaded with modules on the ATLAS detector. They are currently in operation as part of the LHC run 2 data read-out chain.

  10. Eye trauma in boxing.

    Science.gov (United States)

    Corrales, Gustavo; Curreri, Anthony

    2009-10-01

    In boxing, along with a few other sports, trauma is inherent to the nature of the sport; therefore it is considered a high-risk sport for ocular injuries. The long-term morbidity of ocular injuries suffered by boxers is difficult to estimate due to the lack of structured long-term follow-up of these athletes. Complications of blunt ocular trauma may develop years after the athlete has retired from the ring and is no longer considered to be at risk for boxing-related injuries. This article describes the wide range of eye injuries a boxer can sustain, and their immediate and long-term clinical management.

  11. Hydrophobic, Porous Battery Boxes

    Science.gov (United States)

    Bragg, Bobby J.; Casey, John E., Jr.

    1995-01-01

    Boxes made of porous, hydrophobic polymers developed to contain aqueous potassium hydroxide electrolyte solutions of zinc/air batteries while allowing air to diffuse in as needed for operation. Used on other types of batteries for in-cabin use in which electrolytes aqueous and from which gases generated during operation must be vented without allowing electrolytes to leak out.

  12. Mystery Box Marvels

    Science.gov (United States)

    Santos, Joel; Centurio, Tina

    2012-01-01

    What happens in the first week of school could very well set the stage for the rest of the school year. Setting high standards for science activities based in inquiry can start on the first day of science class and develop as the year unfolds. With the use of simple, readily available, inexpensive materials, an efficient mystery box lesson can be…

  13. A Cyber-Physical System for Girder Hoisting Monitoring Based on Smartphones

    Science.gov (United States)

    Han, Ruicong; Zhao, Xuefeng; Yu, Yan; Guan, Quanhua; Hu, Weitong; Li, Mingchu

    2016-01-01

    Offshore design and construction is much more difficult than land-based design and construction, particularly due to hoisting operations. Real-time monitoring of the orientation and movement of a hoisted structure is thus required for operators’ safety. In recent years, rapid development of the smart-phone commercial market has offered the possibility that everyone can carry a mini personal computer that is integrated with sensors, an operating system and communication system that can act as an effective aid for cyber-physical systems (CPS) research. In this paper, a CPS for hoisting monitoring using smartphones was proposed, including a phone collector, a controller and a server. This system uses smartphones equipped with internal sensors to obtain girder movement information, which will be uploaded to a server, then returned to controller users. An alarming system will be provided on the controller phone once the returned data exceeds a threshold. The proposed monitoring system is used to monitor the movement and orientation of a girder during hoisting on a cross-sea bridge in real time. The results show the convenience and feasibility of the proposed system. PMID:27399710

  14. Coupled Vibration of Long-Span Railway Curved Girder Bridges and Vehicles

    Institute of Scientific and Technical Information of China (English)

    Shan Deshan; Li Qiao

    2005-01-01

    The structure of a long curved girder bridge is represented with a three-dimensional curved finite element model. Each 4-axle vehicle is modeled by a dynamic system of 35 degrees of freedom. The random irregularities of the track are generated from a power spectral density function under the given track condition. The dynamic interaction between the bridge and train is realized through the contact forces between the wheels and track. Then based on these models, the coupled equations of motion are solved by applying the time-integration and iteration techniques to the coupled system. The proposed formulation and the associated computer program are then applied to a real curved girder bridge. The dynamic responses of the bridge-vehicle system and the derailments and offload factors related to the riding and running safeties of vehicles are computed. The results show that the formulation presented in this paper can well predict dynamic behaviors of both bridge and train with reasonable computation efforts.

  15. Double Girder Bridge Crane with Double Cycling: Scheduling Strategy and Performance Evaluation

    Directory of Open Access Journals (Sweden)

    Dandan Wang

    2014-01-01

    Full Text Available This paper introduces a novel quay crane design, double girder bridge crane (DGBC. DGBC is capable of handling containers of two adjacent bays simultaneously, avoiding crane collisions, saving travelling and reposition cost, and eventually improving terminal efficiency. This problem is formulated as a resource-constrained project scheduling with objective to minimize the maximum completion time. A two-stage heuristic algorithm is proposed in which an operating sequences on each bay is obtained by double cycling, and the integrated timetable for both bays is constructed by solving resource conflicts using the proposed minimum cost strategy. We examine effectiveness and performance of applying DGBC with double cycling. A case study is presented to illustrate how DGBC works with the two-stage method. Three extreme cases with respective conflict types are investigated to develop the performance bounds of DGBC with double cycling. The results show that DGBC can significantly improve terminal productivity, and outperforms single girder crane in both makespan and the lift operation percentage. The highest DGBC efficiency does not require maximum double cycles in two bay schedules; rather the integrated timetable for two bays is the main contribution to the DGBC performance as it yields better cooperation between two spreaders and the driver.

  16. 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.

  17. A Cyber-Physical System for Girder Hoisting Monitoring Based on Smartphones.

    Science.gov (United States)

    Han, Ruicong; Zhao, Xuefeng; Yu, Yan; Guan, Quanhua; Hu, Weitong; Li, Mingchu

    2016-07-07

    Offshore design and construction is much more difficult than land-based design and construction, particularly due to hoisting operations. Real-time monitoring of the orientation and movement of a hoisted structure is thus required for operators' safety. In recent years, rapid development of the smart-phone commercial market has offered the possibility that everyone can carry a mini personal computer that is integrated with sensors, an operating system and communication system that can act as an effective aid for cyber-physical systems (CPS) research. In this paper, a CPS for hoisting monitoring using smartphones was proposed, including a phone collector, a controller and a server. This system uses smartphones equipped with internal sensors to obtain girder movement information, which will be uploaded to a server, then returned to controller users. An alarming system will be provided on the controller phone once the returned data exceeds a threshold. The proposed monitoring system is used to monitor the movement and orientation of a girder during hoisting on a cross-sea bridge in real time. The results show the convenience and feasibility of the proposed system.

  18. Effect of nonlinearity of restrainer and supports on the elasto-plastic seismic response of continuous girder bridge

    Directory of Open Access Journals (Sweden)

    Wang Changfeng

    2014-10-01

    Full Text Available During an earthquake, the nonlinearity of the bridge structure mainly occurs at the supports, bridge piers and restrainers. When entering nonlinear stage, members of the bridge structure affect the elasto-plastic seismic response of the whole structure to a certain extent; for multi-span continuous bridges, longitudinal restrainers can be installed on the movable piers to optimise the distribution of seismic force and enable the movable piers to bear a certain amount of seismic effect. In order to evaluate the effect of nonlinearity of restrainer and supports on the elasto-plastic seismic response of continuous girder bridge, analytical models of continuous girder bridge structure considering the nonlinearity of movable supports, restrainers and bridge piers were built and the nonlinear time history analysis was conducted to evaluate the effect of nonlinearity of restraining devices and supports on the elasto-plastic seismic response of continuous girder bridge. Relevant structural measures and recommendation were made to reduce the seismic response of the fixed piers of the continuous girder bridge.

  19. Making Connections with Memory Boxes.

    Science.gov (United States)

    Whatley, April

    2000-01-01

    Addresses the use of children's literature within the social studies classroom on the topic of memory boxes. Includes discussions of four books: (1) "The Littlest Angel" (Charles Tazewell); (2) "The Hundred Penny Box" (Sharon Bell Mathis); (3) "Wilfrid Gordon McDonald Partridge" (Mem Fox); and (4) "The Memory Box" (Mary Bahr). (CMK)

  20. Opto-Box

    CERN Document Server

    Bertsche, David; The ATLAS collaboration

    2015-01-01

    The opto-box is a custom mini-crate for housing optical modules, which process and transfer optoelectronic data. Many novel solutions were developed for the custom design and manufacturing. The system tightly integrates electrical, mechanical, and thermal functionality into a small package of size 35x10x8 cm$^{3}$. Special attention was given to ensure proper shielding, grounding, cooling, high reliability, and environmental tolerance. The custom modules, which incorporate Application Specific Integrated Circuits (ASICs), were developed through a cycle of rigorous testing and redesign. In total, fourteen opto-boxes have been installed and loaded with modules on the ATLAS detector. They are currently in operation as part of the LHC run 2 data read-out chain.

  1. Boxed Permutation Pattern Matching

    DEFF Research Database (Denmark)

    Amit, Mika; Bille, Philip; Cording, Patrick Hagge;

    2016-01-01

    the goal is to only find the boxed subsequences of T that are order-isomorphic to P. This problem was introduced by Bruner and Lackner who showed that it can be solved in O(n3) time. Cho et al. [CPM 2015] gave an O(n2m) time algorithm and improved it to O(n2 logm). In this paper we present a solution...

  2. The Box Method

    DEFF Research Database (Denmark)

    Nielsen, Peter Vilhelm

    The velocity level in a room ventilated by jet ventilation is strongly influenced by the supply conditions. The momentum flow in the supply jets controls the air movement in the room and, therefore, it is very important that the inlet conditions and the numerical method can generate a satisfactory...... description of this momentum flow. The Box Method is a practical method for the description of an Air Terminal Device which will save grid points and ensure the right level of the momentum flow....

  3. The Electronic Battle Box

    Science.gov (United States)

    Gouin, Denis; Turcotte, Guy; Lebel, Eric; Gilbert, Annie

    2000-08-01

    The Electronic Battle Box is an integrated suite of planning and decision-aid tools specially designed to facilitate Canadian Armed Force Officers during their training and during their tasks of preparing and conducting military operations. It is the result of a collaborative effort between the Defence Research Establishment Valcartier, the Directorate of Army Doctrine (DAD), the Directorate of Land Requirements (DLR), the G4 staff of 1Cdn Div HQ and CGI Information and Management Consultants Inc. Distributed on CD-ROM, the Electronic Battle Box contains efficient and user-friendly tools that significantly reduce the planning time for military operations and ensure staff officers a better focus on significant tasks. Among the tools are an OrBat Browser and an Equipment Browser allowing to view and edit military organizations, a Task Browser providing facilities to prepare plans using Gantt charts, a Logistic Planner allowing to estimate supply requirements applying complex calculations, and Road, Air and Rail Movement Planners. EBB also provides staff officers with a large set of doctrinal documents in an electronic format. This paper provides an overview of the various tools of the Electronic Battle Box.

  4. Preformed beading and boxing appliance.

    Science.gov (United States)

    Reddy, J Sashi Deepth; Padmanabhan, T V; Veerareddy, Chandrika; Chandrasekhar, M; Narendra, R

    2013-03-01

    Conventional beading and boxing procedure is time consuming and involves application of heat that might distort green stick compound used for border molding. Earlier studies regarding beading and boxing methods have shown usage of various materials that were disposable and that cannot be recycled. To reduce the time consumed for beading and boxing procedure and to make this procedure cost-effective by using recyclable beading material, "Preformed boxing appliance" with moldable clay meant for beading the secondary impression was used. Secondary impression was supported by 3 studs provided on the floor of the boxing appliance. The cast was poured. The duration for the entire procedure was much less than the conventional procedure.

  5. Analysis of the hull girder vibration by dynamic stiffness matrix method

    Institute of Scientific and Technical Information of China (English)

    ZHOU Ping; ZHAO De-you

    2006-01-01

    Dynamic stiffness matrix method is applied to compute vibration of hull girder in this paper.This method can not only simplify the computational model, but also get much higher frequencies and responses accurately. The analytical expressions of dynamic stiffness matrix of a Timoshenko beam for transverse vibration are presented in this paper. All effects of rotatory inertia and shear deformation are taken into account in the formulation. The resulting dynamic stiffness matrix combined with the Wittrick-Williams algorithm is used to compute natural frequencies and mode shapes of the 299,500 DWT VLCC, and then the vibrational responses are solved by the mode superposition method. The computational results are compared with those obtained from other approximate methods and experiment,and it indicates that the method is accurate and efficient.

  6. Prediction of Fatigue Life of a Continuous Bridge Girder Based on Vehicle Induced Stress History

    Directory of Open Access Journals (Sweden)

    V.G. Rao

    2003-01-01

    Full Text Available The fatigue damage assessment of bridge components by conducting a full scale fatigue testing is often prohibitive. A need, therefore, exists to estimate the fatigue damage in bridge components by a simulation of bridge-vehicle interaction dynamics due to the action of the actual traffic. In the present paper, a systematic method has been outlined to find the fatigue damage in the continuous bridge girder based on stress range frequency histogram and fatigue strength parameters of the bridge materials. Vehicle induced time history of maximum flexural stresses has been obtained by Monte Carlo simulation process and utilized to develop the stress range frequency histogram taking into consideration of the annual traffic volume. The linear damage accumulation theory is then applied to calculate cumulative damage index and fatigue life of the bridge. Effect of the bridge span, pavement condition, increase of vehicle operating speed, weight and suspension characteristics on fatigue life of the bridge have been examined.

  7. Time-Variant Reliability Analysis of FPSO Hull Girder Considering Corrosion Based on Statistics

    Institute of Scientific and Technical Information of China (English)

    ZHANG Dao-kun; TANG Wen-yong; ZHANG Sheng-kun

    2007-01-01

    FPSO is a kind of important exploitation platform used in ocean oil and gas industry, which has the unique character of mooring at outsea for a long time. Since it can not be inspected and maintained thoroughly at dock like other kinds of ships, the reliability of FPSO hull girder during the whole service should be focused. Based on latest corrosion database and rational corrosion model, the ultimate strength of one FPSO is calculated under the conditions of slight, moderate and severe corrosion. The results not only provide the reliability under different corrosion conditions, but also do well for further inspection and maintenance research. The results provide necessary foundation for deciding inspection intervals and maintenance measures, which has practical sense to improve the general safety level of ocean engineering.

  8. A compilation of research on self-consolidating concrete for prestressed bridge girders

    Science.gov (United States)

    Torres, Eduardo S.

    This thesis is composed of three research papers, for each paper a separate chapter is used, which investigates various aspects for the production of SCC utilizing materials available in the state of Wisconsin. Chapter one provides a summary of the current state-of-the-art and practice of technical documentation and specifications related to material properties and test methods for prestressed SCC bridge girders. Chapter two provides an experimental program designed to investigate the effect of material constituents on performance of SCC mixtures. From this experimental program specific mixture parameters were recommended for the application of SCC in Wisconsin DOT projects. Finally, chapter three consisted in monitoring samples of five SCC mixtures batched at three different precast plants from Wisconsin. Creep and shrinkage readings were taken for a period of 112 days to investigate the effect of specific mixture parameters of selected mixtures with performance desired by the Wisconsin DOT and precast plants. (Abstract shortened by ProQuest.).

  9. Proposal and study of a long-span composite cable-stayed bridge with new hybrid girder; Atarashii gosei kozo shuketa wo mochiita chodai fukugo shachokyo no kenkyu

    Energy Technology Data Exchange (ETDEWEB)

    Yoshida, K.; Hishiki, Y.; Furuichi, K. [Kajima Corp., Tokyo (Japan)

    1999-09-30

    A hybrid or mixed structure (composite structures) are a matter of increasing concern which takes in each advantage of steel and concrete. A field of bridges is no exception, with the plan and construction carried out for the new type of composite bridge, such as a composite cable-stayed bridge and a composite extra dose bridge as a long span bridge, and a composite truss bridge and a corrugated steel plate web bridge as a medium-span bridge, with technological development becoming active in this field. In such a technological trend, a hybrid two-girder structure was devised, a structure consisting of a concrete filled steel pipe for a girder and a precast (PC) floor plate for a floor board, as the girder structure of a long-span cable-stayed bridge in the subject research; also, applicability was examined using, as an example, the composite cable-stayed bridge with hybrid girders employed for the span. This paper reports the result of the analysis of the entire system, the analysis made for the purpose of examining the characteristic and the feasibility of this hybrid girder. The analysis revealed the structural feasibility of the long-span composite cable-stayed bridge using two hybrid girders of concrete-filled steel pipes thus devised. (NEDO)

  10. Projection optics box

    Science.gov (United States)

    Hale, Layton C.; Malsbury, Terry; Hudyma, Russell M.; Parker, John M.

    2000-01-01

    A projection optics box or assembly for use in an optical assembly, such as in an extreme ultraviolet lithography (EUVL) system using 10-14 nm soft x-ray photons. The projection optics box utilizes a plurality of highly reflective optics or mirrors, each mounted on a precision actuator, and which reflects an optical image, such as from a mask, in the EUVL system onto a point of use, such as a target or silicon wafer, the mask, for example, receiving an optical signal from a source assembly, such as a developed from laser system, via a series of highly reflective mirrors of the EUVL system. The plurality of highly reflective optics or mirrors are mounted in a housing assembly comprised of a series of bulkheads having wall members secured together to form a unit construction of maximum rigidity. Due to the precision actuators, the mirrors must be positioned precisely and remotely in tip, tilt, and piston (three degrees of freedom), while also providing exact constraint.

  11. The Classroom Animal: Box Turtles.

    Science.gov (United States)

    Kramer, David C.

    1986-01-01

    Provides basic information on the anatomy, physiology, behaviors, and distribution patterns of the box turtle. Offers suggestions for the turtle's care and maintenance in a classroom environment. (ML)

  12. Boxing-related head injuries.

    Science.gov (United States)

    Jayarao, Mayur; Chin, Lawrence S; Cantu, Robert C

    2010-10-01

    Fatalities in boxing are most often due to traumatic brain injury that occurs in the ring. In the past 30 years, significant improvements in ringside and medical equipment, safety, and regulations have resulted in a dramatic reduction in the fatality rate. Nonetheless, the rate of boxing-related head injuries, particularly concussions, remains unknown, due in large part to its variability in clinical presentation. Furthermore, the significance of repeat concussions sustained when boxing is just now being understood. In this article, we identify the clinical manifestations, pathophysiology, and management of boxing-related head injuries, and discuss preventive strategies to reduce head injuries sustained by boxers.

  13. Performances of super-long span prestressed cable-stayed bridge with CFRP cables and RPC girder

    Institute of Scientific and Technical Information of China (English)

    Fang Zhi; Fan Fenghong; Ren Liang

    2013-01-01

    To discuss the applicability of advanced composite carbon fiber reinforced polymer (CFRP) and ultra-high performance concrete reactive powder concrete (RPC) in super-long span cable-stayed bridges , taking a 1 008 m cable-stayed bridge with steel girders and steel cables as an example,a new cable-stayed bridge in the same span with RPC girders and CFRP cables was designed,in which the cable’s cross section was determined by the principle of equivalent cable capacity and the girder’s cross section was determined in virtual of its stiffness, shear capacity and local stability. Based on the methods of finite element analysis,the comparative analysis of these two cable-stayed bridge schemes about static performances,dynamic performances,stability and wind resis-tance behavior were carried out. The results showed that it was feasible to form a highly efficient,durable concrete cable-stayed bridge with RPC girders and CFRP cables and made its applicable span range expand to 1 000 m long around.

  14. Polymers in Curved Boxes

    CERN Document Server

    Yaman, K; Solis, F J; Witten, T A

    1996-01-01

    We apply results derived in other contexts for the spectrum of the Laplace operator in curved geometries to the study of an ideal polymer chain confined to a spherical annulus in arbitrary space dimension D and conclude that the free energy compared to its value for an uncurved box of the same thickness and volume, is lower when $D < 3$, stays the same when $D = 3$, and is higher when lowers the effective bending elasticity of the walls, and might induce spontaneous symmetry breaking, i.e. bending. (Actually, the above mentioned results show that {\\em {any}} shell in $D = 3$ induces this effect, except for a spherical shell). We compute the contribution of this effect to the bending rigidities in the Helfrich free energy expression.

  15. ACSYS in a box

    CERN Document Server

    Briegel, C; Hendricks, B; King, C; Lackey, S; Neswold, R; Nicklaus, D; Patrick, J; Petrov, A; Rechenmacher, R; Schumann, C; Smedinghoff, J

    2012-01-01

    The Accelerator Control System at Fermilab has evolved to enable this relatively large control system to be encapsulated into a "box" such as a laptop. The goal was to provide a platform isolated from the "online" control system. This platform can be used internally for making major upgrades and modifications without impacting operations. It also provides a standalone environment for research and development including a turnkey control system for collaborators. Over time, the code base running on Scientific Linux has enabled all the salient features of the Fermilab's control system to be captured in an off-the-shelf laptop. The anticipated additional benefits of packaging the system include improved maintenance, reliability, documentation, and future enhancements.

  16. Three Nucleons in a Box

    CERN Document Server

    Luu, Thomas

    2008-01-01

    I calculate finite-volume effects for three identical spin-1/2 fermions in a box assuming short-ranged repulsive interactions of `natural size'. This analysis employs standard perturbation theory in powers of 1/L, where L^3 is the volume of the box. I give results for the ground states in the A_1, T_1, and E cubic representations.

  17. Black Box QGP

    CERN Document Server

    Tawfik, A

    2006-01-01

    According to extensive ab initio calculations of lattice QCD, the very large energy density available in heavy-ion collisions at SPS and now at RHIC must be sufficient to generate quark-gluon plasma (QGP), a new state of matter in the form of plasma of free quarks and gluons. The new state of matter discovered at RHIC seems to be perfect fluid rather than free plasma. Its shear viscosity is assumed to be almost zero. In this work, I first considered the theoretical and phenomenological consequences of this discovery and finally asked questions about the nature of phase transition and properties of matter. It is important to answer these questions, otherwise QGP will remain a kind of black box; one sends a signal via new experiments or simulations or models and gets another one from it. I will show that some promising ideas have already been suggested a long time ago. I will also suggest a new phase diagram with separated deconfinement and freeze-out boundaries and a mixed state of thermal quark matter and bub...

  18. The Black Box QGP

    CERN Document Server

    Tawfik, A

    2006-01-01

    According to the extensive ab initio calculations of lattice QCD, the much large energy density available in the heavy-ion collisions at SPS and now at RHIC should be enough to create the quark-gluon plasma (QGP); a new state of matter in form plasma of free quarks and gluons. The new matter discovered at RHIC is a ''nearly perfect'' fluid rather than a plasma. The shear viscosity is too small. We should then ask about the theoretical and phenomenological consequences and why we simply assumed that the deconfined hadronic matter should be an ideal gas. Finally, I will address five questions; about the properties of the new phases at high temperatures and the orders of phase transitions. Before we clarify such questions, the QGP will remain a kind of black box. One sends a signal via new experiments or simulations and gets another one out if it. Then one try to explain what is going on. I will show that some promising ideas already have been suggested long time ago, but it seems that community didn't care. Is ...

  19. Safety Analysis of the Patch Load Resistance of Plate Girders: Influence of Model Error and Variability

    Directory of Open Access Journals (Sweden)

    Farzad Shahabian

    2013-12-01

    Full Text Available This study aims to undertake a statistical study to evaluate the accuracy of nine models that have been previously proposed for estimating the ultimate resistance of plate girders subjected to patch loading. For each model, mean errors and standard errors, as well as the probability of underestimating or overestimating patch load resistance, are estimated and the resultant values are compared one to another. Prior to that, the models are initially calibrated in order to improve interaction formulae using an experimental data set collected from the literature. The models are then analyzed by computing design factors associated with a target risk level (probability of exceedance. These models are compared one to another considering uncertainties existed in material and geometrical properties. The Monte Carlo simulation method is used to generate random variables. The statistical parameters of the calibrated models are calculated for various coefficients of variations regardless of their correlation with the random resistance variables. These probabilistic results are very useful for evaluating the stochastic sensitivity of the calibrated models.

  20. A Damage Prognosis Method of Girder Structures Based on Wavelet Neural Networks

    Directory of Open Access Journals (Sweden)

    Rumian Zhong

    2014-01-01

    Full Text Available Based on the basic theory of wavelet neural networks and finite element model updating method, a basic framework of damage prognosis method is proposed in this paper. Firstly, a damaged I-steel beam model testing is used to verify the feasibility and effectiveness of the proposed damage prognosis method. The results show that the predicted results of the damage prognosis method and the measured results are very well consistent, and the maximum error is less than 5%. Furthermore, Xinyihe Bridge in the Beijing-Shanghai Highway is selected as the engineering background, and the damage prognosis is conducted based on the data from the structural health monitoring system. The results show that the traffic volume will increase and seasonal differences will decrease in the next year and a half. The displacement has a slight increase and seasonal characters in the critical section of mid span, but the strain will increase distinctly. The analysis results indicate that the proposed method can be applied to the damage prognosis of girder bridge structures and has the potential for the bridge health monitoring and safety prognosis.

  1. Effect of sensor placement on operational modal analysis of steel girder bridges

    Science.gov (United States)

    Whelan, Matthew J.; Gangone, Michael V.; Janoyan, Kerop D.

    2011-04-01

    With the advent and development of low-cost wireless structural health monitoring systems, the task of routinely assessing the in-service condition of highway bridges through distributed sensor-based measurements is an increasingly feasible component of bridge safety and management practice. Bridge monitoring encompasses placement of often a limited number of distributed sensors across a relatively large and complex structural system. Consequently, the selection of proper sensor locations is imperative to extraction of the most value from the recorded measurements. An experimental investigation is presented wherein sensor placement on the superstructure girders or primary beams is contrasted to the response measured on the surface of the bridge deck. The effect on the dataset richness, as evidenced by the modal content, is presented and conclusions regarding optimal placement for this structure type are presented. To affirm the plausibility of the observed responses and conclusions drawn, a finite element analysis is also performed on a model developed from the as-built drawings.

  2. Computing out of the Box

    Institute of Scientific and Technical Information of China (English)

    2009-01-01

    Baidu unveils "box computing/’ which it hopes will lead to a number of innovations on the InternetBaidu, China’s most popular search engine, held its Technology Innovation Conference 2009 at the China World

  3. 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.

  4. Study on Fatigue Behavior of Anchorage of Cable and Girder of Long Span Cable-Stayed Bridge

    Institute of Scientific and Technical Information of China (English)

    2001-01-01

    A full scale model test is done and a FEM model is established toinvestigate the fatigue behavior of the Nancha cable-stayed bridge of the Nanjing Second Yangtz River Bridge, a long span steel bridge with a main span of 628 m. The results of test and FEM are analyzed and compared. It is shown that they are in good agreement. It is verified that the fatigue characteristic of the anchorage structure of cable and girder of the bridge satisfies the requirements specified by Chinese, British and American codes.

  5. Plate forming and break down pizza box

    Science.gov (United States)

    Pantisano, Frank; Devine, Scott M.

    1992-01-01

    A standard corrugated paper pizza box is provided with slit cuts cut through the top panel of the pizza box in a shape to form four circular serving plates with a beveled raised edge and cross slit cuts through the bottom panel of the pizza box separating the box into four essentially equal portions for easy disposal.

  6. 30 CFR 57.12006 - Distribution boxes.

    Science.gov (United States)

    2010-07-01

    ... 30 Mineral Resources 1 2010-07-01 2010-07-01 false Distribution boxes. 57.12006 Section 57.12006... and Underground § 57.12006 Distribution boxes. Distribution boxes shall be provided with a... deenergized, and the distribution box shall be labeled to show which circuit each device controls....

  7. 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

  8. Box graphs and resolutions I

    Directory of Open Access Journals (Sweden)

    Andreas P. Braun

    2016-04-01

    Full Text Available Box graphs succinctly and comprehensively characterize singular fibers of elliptic fibrations in codimension two and three, as well as flop transitions connecting these, in terms of representation theoretic data. We develop a framework that provides a systematic map between a box graph and a crepant algebraic resolution of the singular elliptic fibration, thus allowing an explicit construction of the fibers from a singular Weierstrass or Tate model. The key tool is what we call a fiber face diagram, which shows the relevant information of a (partial toric triangulation and allows the inclusion of more general algebraic blowups. We shown that each such diagram defines a sequence of weighted algebraic blowups, thus providing a realization of the fiber defined by the box graph in terms of an explicit resolution. We show this correspondence explicitly for the case of SU(5 by providing a map between box graphs and fiber faces, and thereby a sequence of algebraic resolutions of the Tate model, which realizes each of the box graphs.

  9. Box graphs and resolutions I

    Science.gov (United States)

    Braun, Andreas P.; Schäfer-Nameki, Sakura

    2016-04-01

    Box graphs succinctly and comprehensively characterize singular fibers of elliptic fibrations in codimension two and three, as well as flop transitions connecting these, in terms of representation theoretic data. We develop a framework that provides a systematic map between a box graph and a crepant algebraic resolution of the singular elliptic fibration, thus allowing an explicit construction of the fibers from a singular Weierstrass or Tate model. The key tool is what we call a fiber face diagram, which shows the relevant information of a (partial) toric triangulation and allows the inclusion of more general algebraic blowups. We shown that each such diagram defines a sequence of weighted algebraic blowups, thus providing a realization of the fiber defined by the box graph in terms of an explicit resolution. We show this correspondence explicitly for the case of SU (5) by providing a map between box graphs and fiber faces, and thereby a sequence of algebraic resolutions of the Tate model, which realizes each of the box graphs.

  10. First-aid boxes - Reminder

    CERN Multimedia

    GS Department

    2010-01-01

    With a view to ensuring optimum use of the first-aid boxes on the CERN site, we should like to remind you of various changes introduced in March 2009: The TSO of the buildings concerned is responsible for the first-aid boxes, including checking their contents.   First-aid boxes may be restocked ONLY at the CERN stores (SCEM No. 54.99.80). This is no longer possible at the Infirmary. The associated cost is charged to the Departments.   First-aid boxes should be used only for mild injuries. All other cases should be referred to the Medical Service Infirmary (Bldg. 57 – ground-floor, tel. 73802) between 8.00 a.m. and 5.30 p.m. or to the Fire and Rescue Service (tel. 74444). N.B.: This information does not apply to the red emergency first-aid boxes in the underground areas or to the emergency kits for use in the event of being splashed with hydrofluoric acid.

  11. Applied Research of Shaped Box Girder for Urban Grade Separation%城市立交异型箱梁应用研究

    Institute of Scientific and Technical Information of China (English)

    苑鹏宇

    2011-01-01

    以日前城市立交桥中常用的混凝土异形箱梁桥为背景,从结构分析方法、设计方法及建模等方面进行了详细介绍,并针对某工程实例,结合相应的空间计算理论进行分析,为该类型桥梁的设计和施工研究提供参考.

  12. Experimental test investigation on one continuous steel box girder footbridge%某连续钢箱梁人行桥的检测试验研究

    Institute of Scientific and Technical Information of China (English)

    何江燕; 张银华

    2006-01-01

    某连续梁人行桥,经过多年的运营该桥部分出现了一些病害.为检测该桥的承载能力以及使用性能,基于通用有限元程序软件对该桥进行理论计算,同时根据理论计算结果作为控制内力进行现场检测试验.试验结果表明该桥使用性能较好,承载能力满足有关规范的要求.

  13. 波形钢腹板PC箱梁人行桥结构设计%Structure Design of PC Box - Girder Footbridge with Corrugated Steel Webs

    Institute of Scientific and Technical Information of China (English)

    陈朦朦

    2005-01-01

    针对我国在建的波形钢腹板PC组合连续箱梁人行桥的主梁及波形钢腹板的结构设计,对结构设计参数合理取值进行了分析,指出了该类桥梁结构在施工中应注意的问题.

  14. ABAQUS箱型桥梁的GUI二次开发%Secondary Development for GUI of Box Girder Bridge Based on ABAQUS

    Institute of Scientific and Technical Information of China (English)

    王家林; 李平

    2009-01-01

    介绍了大型通用有限元软件ABAQUS的二次开发功能和利用面向对象语言Python编制参数化建模插件的原理和步骤.以变截面箱型桥梁参数化有限元建模为背景,通过ABAQUS提供的API函数和AFX GUI Toolkit工具包开发了箱梁桥参数化建模菜单和工具条,提高了箱型桥梁的有限元建模速度,为箱型桥梁的精细有限元分析提供了有力的支持.

  15. On construction and inspection of prestressed continuous rigid box girder%预应力连续刚构箱梁桥施工与监控

    Institute of Scientific and Technical Information of China (English)

    辛亚兵

    2016-01-01

    Taking Xushui Bridge as the example,the paper illustrates the construction technique for the upper and lower structures of bridges,in-troduces the main content and methods for the construction control,observes the elevation and main beam stress,and proves by the result that the upper structure can meet the demands for various indexes in the construction process.%以溆水大桥工程为例,阐述了桥梁下部结构与上部结构的施工技术,介绍了施工控制的主要内容与方法,并对标高及主梁应力进行了观测,结果表明,上部结构在施工过程中的各项指标均满足要求。

  16. 箱梁极限承载力破坏仿真分析%Simulation Analysis of Failure of Box Girder Under Ultimate Bearing Capacity

    Institute of Scientific and Technical Information of China (English)

    尹冠生; 刘晓伟; 张小慧

    2013-01-01

    以J-H-C作为混凝土材料模型,以PLASTIC-KINEMATIC作为钢筋材料模型,用数值模拟箱梁在极限承载力下的破坏.实践证明,这两种材料模型能够较好地模拟箱梁在极限承载力下的破坏.

  17. Full scale test SSP 34m blade, edgewise loading LTT. Extreme load and PoC{sub I}nvE Data report

    Energy Technology Data Exchange (ETDEWEB)

    Nielsen, Magda; Roczek-Sieradzan, A.; Jensen, Find M. (and others)

    2010-09-15

    This report is the second report covering the research and demonstration project 'Experimental blade research: Structural mechanisms in current and future large blades under combined loading', supported by the EUDP program. A 34m wind turbine blade from SSP-Technology A/S has been tested in edgewise direction (LTT). The blade has been submitted to thorough examination by means of strain gauges, displacement transducers and a 3D optical measuring system. This data report presents results obtained during full scale testing of the blade up to 80% Risoe load, where 80% Risoe load corresponds to 100% certification load. These pulls at 80% Risoe load were repeated and the results from these pulls were compared. The blade was reinforced according to a Risoe DTU invention, where the trailing edge panels are coupled. The coupling is implemented to prevent the out of plane deformations and to reduce peeling stresses in the adhesive joints. Test results from measurements with the reinforcement have been compared to results without the coupling. The report presents only the relevant results for the 80% Risoe load and the results applicable for the investigation of the influence of the invention on the profile deformation. (Author)

  18. Asymptotic Symmetries from finite boxes

    CERN Document Server

    Andrade, Tomas

    2015-01-01

    It is natural to regulate an infinite-sized system by imposing a boundary condition at finite distance, placing the system in a "box." This breaks symmetries, though the breaking is small when the box is large. One should thus be able to obtain the asymptotic symmetries of the infinite system by studying regulated systems. We provide concrete examples in the context of Einstein-Hilbert gravity (with negative or zero cosmological constant) by showing in 4 or more dimensions how the Anti-de Sitter and Poincar\\'e asymptotic symmetries can be extracted from gravity in a spherical box with Dirichlet boundary conditions. In 2+1 dimensions we obtain the full double-Virasoro algebra of asymptotic symmetries for AdS$_3$ and, correspondingly, the full Bondi-Metzner-Sachs (BMS) algebra for asymptotically flat space. In higher dimensions, a related approach may continue to be useful for constructing a good asymptotically flat phase space with BMS asymptotic symmetries.

  19. Identifying competencies of boxing coaches

    Directory of Open Access Journals (Sweden)

    Ioannis Tasiopoulos

    2014-10-01

    Full Text Available The purpose of this study was to find out the management skills required by boxing coaches to administrate their clubs. For the purposes of this study a scale was constructed which was answered by 98 boxing coaches. Explanatory factor analysis revealed seven factors: Communication-public relations (5 items, event management (4 items, management techniques (4 items, new technologies (4 items, prevention-safety (2 items, sport (5 items and sports facilities (2 items. The Cronbach of the scale was 0.85. The five competencies that rated by the coaches were: Supervisors of the area of training, maintaining excellent communication with athletes, using new technologies (e-mail, internet, handling disciplinary matters, accidents, complaints and reports on some sporting games and promoted harmony among athletes. We concluded that boxing coaches understand that the competencies required for meeting their obligations, were related to sports, prevention, safety and communications-public relations.

  20. Numerical analysis of dynamic response of vehicle–bridge coupled system on long-span continuous girder bridge

    Directory of Open Access Journals (Sweden)

    Lipeng An

    2016-07-01

    Full Text Available To systematically study the vehicle–bridge coupled dynamic response and its change rule with different parameters, a vehicle model with seven degrees of freedom was built and the total potential energy of vehicle space vibration system was deduced. Considering the stimulation of road roughness, the dynamic response equation of vehicle–bridge coupled system was established in accordance with the elastic system principle of total potential energy with stationary value and the “set-in-right-position” rule. On the basis of the self-compiled Fortran program and bridge engineering, the dynamic response of long-span continuous girder bridge under vehicle load was studied. This study also included the calculation of vehicle impact coefficient, evaluation of vibration comfort, and analysis of dynamic response parameters. Results show the impact coefficient changes with lane number and is larger than the value calculated by the “general code for design of highway bridges and culverts (China”. The Dieckmann index of bridge vibration is also related to lane number, and the vibration comfort evaluation is good in normal conditions. The relevant conclusions from parametric analyses have practical significance to dynamic design and daily operation of long-span continuous girder bridges in expressways. Safety and comfort are expected to improve significantly with further control of the vibration of vehicle–bridge system.

  1. BOX: One Minute Volume 3

    OpenAIRE

    Butler, Rose

    2009-01-01

    BOX is a digital short originally developed in 2004 documented on a 1920’s box camera. This early moving image work formed the basis of a practice which interrogates our experience of moving image through the remediation of analogue technology with new media. In 2009 it was included in One Minute Volume 3; a programme of artists moving image curated by Kerry Baldry including work by: Tony Hill, Tina Keane, Katherine Meynell, Kayla Parker and Stuart Moore, Dave Griffiths, Marty St Jam...

  2. Black holes in a box

    Energy Technology Data Exchange (ETDEWEB)

    Witek, Helvi; Cardoso, Vitor; Nerozzi, Andrea [Centro Multidisciplinar de Astrofisica - CENTRA, Department de Fisica, Instituto Superior Tecnico, Av. Rovisco Pais 1, 1049-001 Lisboa (Portugal); Gualtieri, Leonardo [Dipartimento di Fisica, Universita di Roma ' Sapienza' and Sezione INFN Roma1, P.A. Moro 5, 00185, Roma (Italy); Herdeiro, Carlos; Zilhao, Miguel [Centro de Fisica do Porto e Departamento de Fisica da Faculdade de Ciencias da Universidade do Porto, Rua do Campo Alegre 687, 4169-007 Porto (Portugal); Sperhake, Ulrich, E-mail: helvi.witek@ist.utl.p, E-mail: vitor.cardoso@ist.utl.p, E-mail: Leonardo.Gualtieri@roma1.infn.i, E-mail: crherdei@fc.up.p, E-mail: andrea.nerozzi@ist.utl.p, E-mail: sperhake@tapir.caltech.ed, E-mail: mzilhao@fc.up.p [California Institute of Technology, Pasadena, CA 91109 (United States)

    2010-05-01

    The evolution of BHs in 'confining boxes' is interesting for a number of reasons, particularly because it mimics some aspects of anti-de Sitter spacetimes. These admit no Cauchy surface and are a simple example of a non-globally hyperbolic spacetime. We are here interested in the potential role that boundary conditions play in the evolution of a BH system. For that, we imprison a binary BH in a box, at which boundary we set mirror-like boundary conditions.

  3. Study on the Aerodynamic Characteristics of a Single-pylon Cable-stayed Bridge Girder by Numerical Simulation and Wind Tunnel Test

    Directory of Open Access Journals (Sweden)

    Longqi Zhang

    2014-09-01

    Full Text Available The wind induced vibration is one of the key technical problems for long-span bridge design. Therefore, a study on the aerodynamic characteristics of a single-pylon cable-stayed bridge girder is carried out in this paper. The aerostatic coefficient of the bridge girder, including both construction state and service state, is investigated by wind tunnel test with varying wind attack angle. Then based on the computational fluid dynamics (CFD method, the flow field around the bridge girder is visualized numerically. The risk of vortex-induced vibration (VIV is qualitatively evaluated by analyzing the flow features and by considering the Scruton number (Sc. Later a dynamic section model is tested in wind tunnel and the VIV phenomenon is observed subsequently. Results show that the aerodynamic stability is assured by the positive slope of the lift coefficient. The VIV response is influenced by the structural damping and the bridge accessory. The amplitude of VIV response can be lower by increasing the structural damping. The maintenance track rail of the bridge girder also does some good for suppressing the VIV as long as the track rail is located at the appropriate place.

  4. 桥式起重机轻量化主梁结构模型试验研究%Structural Model Test of Lightweight Girder of Bridge Crane

    Institute of Scientific and Technical Information of China (English)

    焦洪宇; 周奇才; 李英; 陈庆樟; 许广举

    2015-01-01

    针对桥式起重机主梁的轻量化设计方案对主梁强度、静态刚度的影响问题,基于相似理论和弹性静力学,采用方程分析法推导出原型主梁与相似主梁应力场相似的相似准则.依据主梁结构形式及受力特点,设计切实可行的主梁结构模型试验方案,开展轻量化主梁结构模型试验研究.结果表明,轻量化主梁在跨中截面腹板下半部分的弯曲正应力有一定程度的增加,腹板上半部分的弯曲正应力(绝对值)有小幅度下降;轻量化主梁在跨端截面的切应力增加幅度较大;轻量化主梁的最大挠度有所下降.依据《起重机设计规范》对轻量化主梁进行强度和静态刚度校核.在满足主梁强度、静态刚度要求的前提下,周期性去除腹板上的部分材料实现主梁轻量化设计具有一定的可行性.%In order to research the influence of girder's lightweight plan on strength and static rigidity, similarity criterions between prototype girder and similarity girder are derived from equational analysis based on similarity theory and elastostatics. The scheme of structural model test is designed reasonably and the study of structural model test is carried out. Results show that bending normal stress of upper half of web at midspan of lightweight girder increases to some extent and bending normal stress of bottom half of web decreases within a narrow range. Shear stress at the end-span declines by a great margin. The maximum deflection of lightweight girder comes down. The strength and static rigidity of lightweight girder are checked based on design rules for cranes. It is feasible to wipe off some material periodically in order to realize the lightweight design of girder on the premise of satisfying the strength and static rigidity.

  5. A Comparative Study of White Box, Black Box and Grey Box Testing Techniques

    Directory of Open Access Journals (Sweden)

    Mohd. Ehmer Khan

    2012-06-01

    Full Text Available Software testing is the process to uncover requirement, design and coding errors in the program. It is used to identify the correctness, completeness, security and quality of software products against a specification. Software testing is the process used to measure the quality of developed computer software. It exhibits all mistakes, errors and flaws in the developed software. There are many approaches to software testing, but effective testing of complex product is essentially a process of investigation, not merely a matter of creating and following route procedure. It is not possible to find out all the errors in the program. This fundamental problem in testing thus throws an open question, as to what would be the strategy we should adopt for testing. In our paper, we have described and compared the three most prevalent and commonly used software testing techniques for detecting errors, they are: white box testing, black box testing and grey box testing.

  6. Shear Lag Effect Analysis of Cross-prestressed Concrete Simply-supported Box Beam%横张预应力混凝土简支箱型梁剪力滞效应分析

    Institute of Scientific and Technical Information of China (English)

    马宇光

    2014-01-01

    结合横张预应力简支箱型梁的构造特点,根据能量变分法所推导的对称单箱单室箱梁桥剪力滞效应理论、剪力滞叠加原理及等效荷载法,分析了跨中截面的剪力滞系数。结果表明:横张预应力混凝土简支箱梁中钢束布置形式以及有效预应力是影响恒载与预应力荷载共同作用下简支箱型梁剪力滞效应的重要因素;同时在结构跨径及构造形式一定的情况下,剪力滞系数与预应力布置形状及恒载作用存在一定的规律性。%Combining with the construction features of cross-prestressed simply-supported box beam ,the shear lag coeffi-cient of mid-span section is analyzed based on the shear lag effect theory and shear lag superposition principle derived from the existing energy variation method of symmetrical single cell box girder bridge as well as the equivalent load method .The results show that the steel beam arrangement and effective prestress of cross-prestressed concrete simply-sup-ported box girder are the important factors to affect the shear lag effect of the simply-supported box beam under the joint action of dead load and prestressed load ;when the structural span and constructed form are constant ,there is a certain regularity between the shear lag coefficient and prestress layout shape form as well as the dead load .

  7. The Bird Box Survey Project

    Science.gov (United States)

    Willis, Patrick

    2014-01-01

    When high school students are asked what's the best part of science class, many will say it's the field trips. Students enjoy engaging in authentic, community-based science outside the classroom. To capitalize on this, Patrick Willis created the Bird Box Survey Project for his introductory field biology class. The project takes students…

  8. On the Dirichlet's Box Principle

    Science.gov (United States)

    Poon, Kin-Keung; Shiu, Wai-Chee

    2008-01-01

    In this note, we will focus on several applications on the Dirichlet's box principle in Discrete Mathematics lesson and number theory lesson. In addition, the main result is an innovative game on a triangular board developed by the authors. The game has been used in teaching and learning mathematics in Discrete Mathematics and some high schools in…

  9. Back office to box office

    DEFF Research Database (Denmark)

    Haigh, Matthew

    sees a mounting unsecured debt where its members see practical value. Between the two, a steward who may not profit from its office delegates it to back-office agents whose fiduciary management is engendered by box office-sized bonuses. Standard theorisation has foundered. The architecture...

  10. Microclimate boxes for panel paintings

    DEFF Research Database (Denmark)

    Wadum, Jørgen

    1998-01-01

    The use of microclimate boxes to protect vulnerable panel paintings is, therefore, not a new phenomenon of the past two or three decades. Rather, it has been a concern for conservators and curators to protect these objects of art at home and in transit since the end of the nineteenth century. The...

  11. A Box Full of Kisses

    Institute of Scientific and Technical Information of China (English)

    崔增印

    2008-01-01

    The story goes that some time ago,a man pun- ished his 3-year-old daughter for wasting a roll of gold wrapping paper.Money was tight and he became infuriated when the child tried to decorate a box to put under the Christmas tree.Nevertheless,the little girl brought the gift to

  12. Reference: AT1BOX [PLACE

    Lifescience Database Archive (English)

    Full Text Available AT1BOX Ueda T, Pichersky E, Malik VS, Cashmore AR The level of expression of the to...mato rbcs-3A gene is modulated by a far-upstream promoter element in a developmentary regulated manner. Plant Cell 1:217-227 (1989) PubMed: 2535544; GenBank: S44160; ...

  13. EPA-Expo-Box Terminology

    Science.gov (United States)

    EPA-Expo-Box is a toolbox for exposure assessors. Its purpose is to provide a compendium of exposure assessment and risk characterization tools that will present comprehensive step-by-step guidance and links to relevant exposure assessment data bases,

  14. Main: BOX2PVCHS15 [PLACE

    Lifescience Database Archive (English)

    Full Text Available BOX2PVCHS15 S000209 11-May-2006 (last modified) kehi Box 2 of bean (P.v.) chs15 pro...moter; SBF-1 binding site; For a compilation of related GT elements and factors, see Villain et al. (1996); Box 2; chs; chs1

  15. Main: BOX3PVCHS15 [PLACE

    Lifescience Database Archive (English)

    Full Text Available BOX3PVCHS15 S000210 11-May-2006 (last modified) kehi Box 3 of bean (P.v.) chs15 pro...moter; SBF-1 binding site; For a compilation of related GT elements and factors, see Villain et al. (1996); Box 3; chs; chs1

  16. The Heuristic Interpretation of Box Plots

    Science.gov (United States)

    Lem, Stephanie; Onghena, Patrick; Verschaffel, Lieven; Van Dooren, Wim

    2013-01-01

    Box plots are frequently used, but are often misinterpreted by students. Especially the area of the box in box plots is often misinterpreted as representing number or proportion of observations, while it actually represents their density. In a first study, reaction time evidence was used to test whether heuristic reasoning underlies this…

  17. Main: BOX2PSGS2 [PLACE

    Lifescience Database Archive (English)

    Full Text Available BOX2PSGS2 S000204 17-May-1998 (last modified) kehi Box 2 in glutamine synthetase (GS...2) gene in pea (P.s.); Repeated in tandem with a partial palindrome located between the repeats; Located at ca. -300 of pea GS...2; Box 2; glutamine synthetase; GS2; pea (Pisum sativum); TCTAAGCAAAG ...

  18. 30 CFR 56.12006 - Distribution boxes.

    Science.gov (United States)

    2010-07-01

    ... 30 Mineral Resources 1 2010-07-01 2010-07-01 false Distribution boxes. 56.12006 Section 56.12006... Distribution boxes. Distribution boxes shall be provided with a disconnecting device for each branch circuit... visual observation when such a device is open and that the circuit is deenergized, the distribution...

  19. Illumination box and camera system

    Science.gov (United States)

    Haas, Jeffrey S.; Kelly, Fredrick R.; Bushman, John F.; Wiefel, Michael H.; Jensen, Wayne A.; Klunder, Gregory L.

    2002-01-01

    A hand portable, field-deployable thin-layer chromatography (TLC) unit and a hand portable, battery-operated unit for development, illumination, and data acquisition of the TLC plates contain many miniaturized features that permit a large number of samples to be processed efficiently. The TLC unit includes a solvent tank, a holder for TLC plates, and a variety of tool chambers for storing TLC plates, solvent, and pipettes. After processing in the TLC unit, a TLC plate is positioned in a collapsible illumination box, where the box and a CCD camera are optically aligned for optimal pixel resolution of the CCD images of the TLC plate. The TLC system includes an improved development chamber for chemical development of TLC plates that prevents solvent overflow.

  20. Broken links and black boxes

    DEFF Research Database (Denmark)

    Sindbæk, Søren Michael

    2013-01-01

    Long-distance communication has emerged as a particular focus for archaeological exploration using network theory, analysis, and modelling. Initial attempts to adapt methods from social network analysis to archaeological data have, however, struggled to produce decisive results. This paper argues...... observable distributions and patterns of association in the archaeological record. In formal terms this is not a problem of network analysis, but network synthesis: the classic problem of cracking codes or reconstructing black-box circuits....

  1. Frequency Up-Conversion Detection System with Single Photon Sensitivity within 1-1.8 ?m and 3-4 ?m for ASCENDS Mission: A Novel Approach to Lidar Project

    Data.gov (United States)

    National Aeronautics and Space Administration — PI at ArkLight proposes a novel approach to photon counting detectors at near-IR (1-1.8 m) and mid-IR (3-4 m) with single photon sensitivity, representing an...

  2. Main: BOX1PSGS2 [PLACE

    Lifescience Database Archive (English)

    Full Text Available BOX1PSGS2 S000222 19-August-2004 (last modified) kehi Box 1 element in pea (P.s.) glutamine synthetase (GS...2) gene; An element in a 33-bp AT-rich sequence (box 1) of the 5' end of a GS2 promot...er; Located at -837 to -827 of pea GS2; Multimer of box 1 element was used to isolate a cDNA encoding an AT-...rich DNA binding protein (ATBP-1) (Tjaden & Coruzzi, 1994); Box 1; glutamine synthetase; GS2; ATBp; ATBP-1; pea (Pisum sativum) ATAGAAATCAA ...

  3. Comparison of Simplified Calculation Method of the Box-Slab High-Pile Wharf%箱板式高桩码头简化计算方法比较

    Institute of Scientific and Technical Information of China (English)

    王文仲; 何良德; 杨洋; 张志明; 李新国

    2013-01-01

    This papere elaborates the structure feature of the box-slab high-pile wharf, and introduces the condition of applications and the calculation methods of direct design method, method of equivalent framework and method of virtual intersection girder. The feasibility of the three methods are tested and verify by the instance of project. The three calculation methods are simple, and can be achieved by hand counted or in virtue of some simplified calculation software. Then compare the results of the three methods with the numerical results of the finite element method. On the basis of the comparison, it is obvious that the result of method of virtual intersection girder is the closest to the finite element numerical analysis, the method of equivalent framework is inferior to the method of virtual intersection girder, and the direct design method is relatively more conservative.%阐述了箱板式高桩码头的结构特点,介绍了经验系数法(英国BS8100-85)、等代框架法、虚拟交叉梁法等方法的使用条件,以及计算方法.以具体工程实例验证了3种计算方法应用在码头结构中的可行性.3种方法计算比较简便,可通过手算或借助简单的计算程序实现,并将3种计算方法的计算结果与有限元数值计算结果进行比较.结果表明,虚拟交叉梁法与有限元数值计算结果最为接近,等代框架法次之,经验系数法相比较为保守.

  4. 铜陵公铁两用长江大桥桁片式钢桁梁立体试拼装工艺%Techniques for Trial Vertical Assembly of Steel Truss Girder of Tongling Changjiang River Rail-cum-Road Bridge

    Institute of Scientific and Technical Information of China (English)

    邵天吉; 余本俊

    2014-01-01

    铜陵公铁两用长江大桥为五跨连续钢桁梁三索面斜拉桥,钢桁梁采用板桁结合形式,由3片主桁、上层正交异性公路板式桥面、下层正交异性铁路钢箱桥面及横联构成。钢桁梁采用整体焊接式桁片结构,每2个节间的主桁上、下弦杆,斜杆,竖杆通过整体节点焊接成桁片上桥安装。为验证制造工艺和精度并指导实桥施工,选取3.5个连续节间钢桁梁在工厂内一次完成立体试拼装。由于主桁桁片采用水平拼装制作工艺,采用800 t龙门吊机2×200 t吊钩提升加横移对桁片进行90°转体翻身后试拼装。试拼装过程中设置了抗推拉刚性斜撑增强桁片与铁路桥面的稳定性;在斜杆件加垫片,通过调整间隙控制桥梁预拱度。试拼装过程中设置了测量控制网,检测结果满足设计和验收标准,达到了立体试拼装目的。%The Tongling Changjiang River Rail‐cum‐Road Bridge is a five‐span continuous steel truss girder cable‐stayed bridge with three cable planes .The steel truss girder is the combined or‐thotropic steel plates and steel trusses structure ,containing three main trusses ,the upper ortho‐tropic steel plate deck for vehicles ,the lower orthotropic railway steel box deck and lateral brac‐ings .The steel truss girder is a integrally‐welded truss structure ,the upper and lower chords ,di‐agonal struts and vertical struts of the main trusses in every two blocks are welded by integral nodes to be truss block for assembling on the bridge .In order to verify the manufacturing tech‐nique and precision and to direct the construction of the real bridge ,the steel truss girder in 3 .5 continuous blocks were selected to conduct one‐time trial vertical assembly in the factory .The main truss blocks were fabricated by the horizontal assembling technique ,the 800 t overhead lift‐ing gantry with two lifting hooks of 200 t was adopted to lift and horizontally

  5. 轻型钢结构吊车梁优化设计%Optimization Design of Crane Girder in Portal Frame Buildings

    Institute of Scientific and Technical Information of China (English)

    石永久

    2001-01-01

    This paper investigates the design method of crane girders applied in portal frame buildings.An optimal design approach was proposed to reduce the grider weight and fabricate the crane girder economically.Finally some design examples were given to illustrate the efficiency of the proposed method.%通过分析和研究单层门式刚架轻型钢结构厂房中的吊车梁设计,总结了轻型钢结构吊车梁的优化设计方法和节点连接构造,对合理设计吊车梁,降低用钢量提出了设计建议。

  6. 矿用汽车车架纵梁成形模开发研究%Mine Car Frame Girder Mold Development Research

    Institute of Scientific and Technical Information of China (English)

    向小汉

    2013-01-01

    To mine car frame girder for forming process analysis, with AutoForm software rebound calculation, the results of the analysis according to the rebound in ThinkDesign to girder local for the springback compensation, in the mold structure design also takes into account to springback control. Through the forming process of the optimization and reasonable die structure design, got to meet quality requirements of the girder products, and meet the needs of the mass production.%对矿用汽车车架纵梁进行成形工艺分析,用AutoForm软件进行回弹计算,根据回弹分析结果用ThinkDesign对纵梁局部进行回弹补偿,在模具结构设计中也考虑到对回弹的控制。通过成形工艺的优化和合理的模具结构设计,得到了满足质量要求的纵梁产品,并满足了批量生产的需要。

  7. The Lithium Vapor Box Divertor

    Science.gov (United States)

    Goldston, Robert; Hakim, Ammar; Hammett, Gregory; Jaworski, Michael; Myers, Rachel; Schwartz, Jacob

    2015-11-01

    Projections of scrape-off layer width to a demonstration power plant suggest an immense parallel heat flux, of order 12 GW/m2, which will necessitate nearly fully detached operation. Building on earlier work by Nagayama et al. and by Ono et al., we propose to use a series of differentially pumped boxes filled with lithium vapor to isolate the buffering vapor from the main plasma chamber, allowing stable detachment. This powerful differential pumping is only available for condensable vapors, not conventional gases. We demonstrate the properties of such a system through conservation laws for vapor mass and enthalpy, and then include plasma entrainment and ultimately an estimate of radiated power. We find that full detachment should be achievable with little leakage of lithium to the main plasma chamber. We also present progress towards solving the Navier-Stokes equation numerically for the chain of vapor boxes, including self-consistent wall boundary conditions and fully-developed shocks, as well as concepts for an initial experimental demonstration-of-concept. This work supported by DOE Contract No. DE-AC02-09CH11466.

  8. F-box proteins in flowering plants

    Institute of Scientific and Technical Information of China (English)

    2002-01-01

    In eukaryotes, the ubiquitin-mediated protein degradation pathway has been shown to control several key biological processes such as cell division, development, metabolism and immune response. F-box proteins, as a part of SCF (Skp1-Cullin (or Cdc53)-F-box) complex, functioned by interacting with substrate proteins, leading to their subsequent degradation by the 26S proteasome. To date, several F-box proteins identified in Arabidopsis and Antirrhinum have been shown to play important roles in auxin signal transduction, floral organ formation, flowering and leaf senescence. Arabidopsis genome sequence analysis revealed that it encodes over 1000 predicted F-box proteins accounting for about 5% of total predicted proteins. These results indicate that the ubiquitin-mediated protein degradation involving the F-box proteins is an important mechanism controlling plant gene expression. Here, we review the known F-box proteins and their functionsin flowering plants.

  9. Understanding Recommender Dynamics driving Box Office Revenues

    CERN Document Server

    Yeung, C H; Jin, C -H

    2010-01-01

    We introduce a simple model to investigate the underlying dynamics driving movie box office. Without an explicit reliance on time, the box office of movies evolves naturally by movie-movie competition through reviews listed on a centralized recommender system. A simple mean-field approximation is employed which assumes an average interaction between the competing movies, and describes the interesting box office dynamics. Box office hits are found for movies with quality beyond a critical value, leading to booms in gross box office. Such critical value is dependent on the reviewing behaviors, intention of movie goers for new movies, and the quality of the peer competing movies. Finally we compare our analytical results with simulations and real system and obtain qualitative agreements, suggesting the present model in describing the fundamental dynamics of box office.

  10. Main: BOX1PVCHS15 [PLACE

    Lifescience Database Archive (English)

    Full Text Available BOX1PVCHS15 S000208 11-May-2006 (last modified) kehi Box 1 of bean (P.v.) chs15 pro...moter; one of SBF-1 binding sites in chs15 promoter; Located at -318 to -305; Involved in organ-specific exp...e Villain et al. (1996); Box 1; chs; chs15; CHS; SBF-1; silencer; organ-specific; Gt; GT-1; GT; bean (Phaseolus vulgaris) TAAAAGTTAAAAAC ...

  11. VO₂ requirements of boxing exercises.

    Science.gov (United States)

    Arseneau, Eric; Mekary, Saïd; Léger, Luc A

    2011-02-01

    The purpose of this study was to quantify the physiological requirements of various boxing exercises such as sparring, pad work, and punching bag. Because it was not possible to measure the oxygen uptake (VO₂) of "true" sparring with a collecting gas valve in the face, we developed and validated a method to measure VO₂ of "true" sparring based on "postexercise" measurements. Nine experienced male amateur boxers (Mean ± SD: age = 22.0 ± 3.5 years, height = 176.0 ± 8.0 cm, weight = 71.4 ± 10.9 kg, number of fights = 13.0 ± 9.5) of regional and provincial level volunteered to participate in 3 testing sessions: (a) maximal treadmill test in the LAB, (b) standardized boxing training in the GYM, and (c) standardized boxing exercises in the LAB. Measures of VO₂, heart rate (HR), blood lactate concentration [LA], rated perceived exertion level, and punching frequencies were collected. VO₂ values of 43.4 ± 5.9, 41.1 ± 5.1, 24.7 ± 6.1, 30.4 ± 5.8, and 38.3 ± 6.5 ml·kg⁻¹·min⁻¹ were obtained, which represent 69.7 ± 8.0, 66.1 ± 8.0, 39.8 ± 10.4, 48.8 ± 8.5, and 61.7 ± 10.3%VO₂peak for sparring, pad work, and punching bag at 60, 120, and 180 b·min⁻¹, respectively. Except for lower VO₂ values for punching the bag at 60 and 120 b·min⁻¹ (p < 0.05), there was no VO₂ difference between exercises. Similar pattern was obtained for %HRmax with respective values of 85.5 ± 5.9, 83.6 ± 6.3, 67.5 ± 3.5, 74.8 ± 5.9, and 83.0 ± 6.0. Finally, sparring %HRmax and [LA] were slightly higher in the GYM (91.7 ± 4.3 and 9.4 ± 2.2 mmol·L⁻¹) vs. LAB (85.5 ± 5.9 and 6.1 ± 2.3 mmol·L⁻¹). Thus, in this study simulated LAB sparring and pad work required similar VO₂ (43-41 ml·kg⁻¹·min⁻¹, respectively), which corresponds to ~70%VO₂peak. These results underline the importance of a minimum of aerobic fitness for boxers and draw some guidelines for the intensity of training.

  12. EFFECTIVE STIFFNESS METHOD FOR CALCULATING DEFLECTION OF CORRUGATED WEB GIRDER%波形钢腹板梁变形计算的有效刚度法

    Institute of Scientific and Technical Information of China (English)

    聂建国; 李法雄; 樊健生

    2012-01-01

    By introducing a shear rotation function accounting for the shear deformation in the webs, the paper presents a beam theory model of corrugated web girder, where the flexural behavior of corrugated web girder is modeled as the combination of truss action and bending action between upper flange and lower flange. Then analytical solutions for simply supported corrugated steel web girders and cantilever corrugated steel web girders are derived under uniformly distributed load and concentrated load, and the analytical solutions are well verified through a comparison with FEM results. In order to determine the deformation of corrugated web girders for the purpose of practical design, a simplified design method to calculate the deflection of corrugated web girders considering web shear deformation is presented by introducing an importance parameter. The deflections calculated by this method agree well with those obtained from experiments. According to the comparison of calculated deflections among different design methods for corrugated web girders, the simplified method presented in this study has good accuracy and is convenient to use.%为研究波形钢腹板剪切变形对波形钢腹板梁受力行为的影响,引入腹板剪切变形转角函数,将波形钢腹板梁的弯曲行为分解为桁架作用和弯曲作用,建立一个能够考虑波形钢腹板剪切变形的波形钢腹板梁理论模型,推导了简支和悬臂波形钢腹板梁在不同类型荷载作用下的变形解析解,采用有限元方法验证了理论模型和解析解的正确性和适用性。根据变形等效原理,引入重要影响参数对波形钢腹板梁的变形解析解进行简化,提出了考虑腹板剪切行为的波形钢腹板梁变形简化计算方法——有效刚度法。用该文提出的有效刚度法计算波形钢腹板梁在正常使用极限状态下的变形值和试验结果吻合良好,为波形钢腹板梁在正常使用极限状态下的

  13. Proinflammatory cytokines, IL-1β and TNF-α, induce expression of interleukin-34 mRNA via JNK- and p44/42 MAPK-NF-κB pathway but not p38 pathway in osteoblasts.

    Science.gov (United States)

    Eda, Hiroyuki; Shimada, Hideaki; Beidler, David R; Monahan, Joseph B

    2011-11-01

    The aim of this study is to investigate the induction of interleukin-34 (IL-34) and macrophage colony-stimulating factor (M-CSF) mRNA by inflammatory cytokines and the involvement of mitogen-activated protein kinases (MAPKs) in this signaling pathway in human osteoblasts as both IL-34 and M-CSF bind to the same receptor c-FMS. Among four inflammatory cytokines [(IL-1β, IL-6, IL-17, and tumor necrosis factor-α (TNF-α)], IL-34 mRNA expression level was dramatically induced by IL-1β (17-fold) and TNF-α (74-fold). IL-1β and TNF-α activated the intracellular mitogen-activated protein kinases (MAPKs): p44/42 MAPK, p38, and c-Jun N-terminal kinase (JNK) as well as nuclear factor-κB (NF-κB) in osteoblasts. IL-1β- and TNF-α-mediated induction of IL-34 mRNA expression was decreased by JNK inhibitor. Interestingly, although treatment of MEK-1/2 inhibitor showed no reduction in the increase of IL-34 mRNA expression by cytokines, combination of MEK-1/2 inhibitor and JNK inhibitor significantly inhibited IL-1β- and TNF-α-mediated IL-34 mRNA expression level compared to those by each inhibitor alone. On the other hand, M-CSF mRNA expression level was significantly induced by both IL-1β and TNF-α by up to 7- and 11-fold, respectively. IL-1β- and TNF-α-mediated induction of M-CSF mRNA was not affected by p38, JNK, and MEK-1/2 inhibitors. However, NF-κB inhibitor completely inhibited the elevation of M-CSF mRNA expression by these cytokines. These results showed that proinflammatory cytokines, IL-1β and TNF-α, induced the expression of IL-34 mRNA via JNK and p44/42 MAPK but not p38 in human osteoblasts while p38, JNK, and p44/42 MAPK were not involved in the induction of M-CSF mRNA expression by these cytokines.

  14. 49 CFR 38.33 - Fare box.

    Science.gov (United States)

    2010-10-01

    ... 49 Transportation 1 2010-10-01 2010-10-01 false Fare box. 38.33 Section 38.33 Transportation Office of the Secretary of Transportation AMERICANS WITH DISABILITIES ACT (ADA) ACCESSIBILITY SPECIFICATIONS FOR TRANSPORTATION VEHICLES Buses, Vans and Systems § 38.33 Fare box. Where provided, the farebox shall be located as far forward as...

  15. 36 CFR 1192.33 - Fare box.

    Science.gov (United States)

    2010-07-01

    ... 36 Parks, Forests, and Public Property 3 2010-07-01 2010-07-01 false Fare box. 1192.33 Section 1192.33 Parks, Forests, and Public Property ARCHITECTURAL AND TRANSPORTATION BARRIERS COMPLIANCE BOARD AMERICANS WITH DISABILITIES ACT (ADA) ACCESSIBILITY GUIDELINES FOR TRANSPORTATION VEHICLES Buses, Vans and Systems § 1192.33 Fare box. Where...

  16. Modern biotechnology Panacea or new Pandora's box?

    NARCIS (Netherlands)

    Tramper, J.; Yang Zhu, Yang

    2011-01-01

    According to Greek mythology Pandora was sent down to earth upon the orders of Zeus. She was given a mysterious box which she was not allowed to open. However, Pandora was very curious and when she arrived on earth she couldn?t help taking a peek inside the box. She saw that it was filled with gifts

  17. Box Plots in the Australian Curriculum

    Science.gov (United States)

    Watson, Jane M.

    2012-01-01

    This article compares the definition of "box plot" as used in the "Australian Curriculum: Mathematics" with other definitions used in the education community; describes the difficulties students experience when dealing with box plots; and discusses the elaboration that is necessary to enable teachers to develop the knowledge necessary to use them…

  18. Boxing Injuries from an Instructional Program.

    Science.gov (United States)

    Welch, Michael J.; And Others

    1986-01-01

    This paper describes the safeguards as well as the injury pattern of the boxing program at the US Military Academy at West Point from 1983 to 1985. About 2,100 cadets received boxing instruction during this period with an injury rate of less than four percent. (Author/MT)

  19. 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.

  20. MADS-box gene evolution - structure and transcription patterns

    DEFF Research Database (Denmark)

    Johansen, Bo; Pedersen, Louise Buchholt; Skipper, Martin;

    2002-01-01

    Mads-box genes, ABC model, Evolution, Phylogeny, Transcription patterns, Gene structure, Conserved motifs......Mads-box genes, ABC model, Evolution, Phylogeny, Transcription patterns, Gene structure, Conserved motifs...

  1. 考虑腹板剪切行为的波形钢腹板梁理论模型%Theory Model of Corrugated Steel Web Girder Considering Web Shear Behavior

    Institute of Scientific and Technical Information of China (English)

    聂建国; 李法雄

    2011-01-01

    为研究波形钢腹板剪切变形对波形钢腹板梁受力行为的影响,引入腹板剪切变形转角函数,将波形钢腹板梁的弯曲行为分解为桁架作用和弯曲作用,建立一个能够考虑波形钢腹板剪切变形的波形钢腹板梁理论模型。推导了端部无约束条件下简支波形钢腹板梁在均布荷载和端部约束条件下简支波形钢腹板梁在跨中集中荷载作用下的解析解,采用有限元方法验证了理论模型和解析解的正确性和适用性。研究结果表明:端部约束条件对主梁变形影响很小;波形钢腹板的剪切变形对主梁变形影响显著,在常见波形钢腹板梁桥尺寸范围内,由腹板剪切变形引起的主梁挠度占总挠度的10%~30%。%In order to study the influence of shear deformation of forcing behavior for corrugated steel web,shear rotation function of calculating shear deformation in the web was introduced,a theory model of corrugated steel web girder was presented.In the model,bending behavior of corrugated steel web girder could be divided into truss action and bending action between upper-flange and sub-flange.Then,analytical solutions for the cases of simply-supported corrugated steel web girder without end restraint sustaining under uniform distribution load and simply-supported corrugated steel web girder with end restraint under sustaining mid-span concentrated load were derived,validity and usability of the analytical solution and the model were well proved by finite element method.Results show that the end constraint conditions have little effect on the deformation of the main girder.However,the shear deformation of corrugated steel web has great impact on the deformation of main girder.In the common size ranges of bridge with corrugated steel web girders,the proportion of main girder deflection caused by shear deformation in the web may reach 10% to 30% of total deflection.

  2. Spatial Effect on Railway Trough Girder with Reactive Powder Concrete%铁路活性粉末混凝土槽形梁的空间作用效应

    Institute of Scientific and Technical Information of China (English)

    李志光; 余自若; 王月

    2013-01-01

    The authors carried out three-dimensional finite element analysis on a 32 m railway trough girder which was made of reactive powder concrete.After working out shear lag coefficients under different load conditions,the rule of shear lag was analyzed,and the results indicated that the shear lag effect in this reactive powder concrete trough girder was larger than that of common concrete girder.Further,the spatial effect on transversal and longitudinal bending moments was analyzed,and the study result on the influence lines of transversal bending moments indicated that,due to the spatial effect,any force on any point of the trough girder would cause transversal bending moment which should not be ignored.Finally,the study result on influence lines of longitudinal bending moments showed that,there was spatial effect on equivalent load in reactive powder concrete trough girder; the closer to the girder end the place was,the more obviously the effect became,which also should not be ignored.Therefore,in the design of this kind of railway girder,the spatial effect on the vicinity of girder end should be taken seriously.%对32 m铁路活性粉末混凝土槽形梁进行三维有限元分析,计算出不同工况下的剪力滞系数,并对剪力滞规律进行分析,研究表明该梁的剪力滞效应较普通混凝土梁更加明显;对其横向和纵向弯矩的空间效应进行分析,对横向弯矩影响线的研究表明,受空间作用的影响,梁上任意一点受力均会在某一截面产生不可忽略的横向弯矩;对纵向弯矩影响线的研究表明空间作用对活性粉末混凝土槽形梁换算荷载的影响在越靠近端部影响越明显,且该影响不可忽略,所以在设计该种梁时需要在靠近端部位置充分考虑空间作用的影响.

  3. Strengthening Effect Analysis of RC T-Sectional Girders Strengthened with CFRP Sheets%CFRP布加固钢筋混凝土T梁效果分析

    Institute of Scientific and Technical Information of China (English)

    何广宝

    2014-01-01

    Because of many advantage, such as f being light, high strength and corrosion resistance,car-bon fiber reinforced polymer is widely used in old bridge reinforcement. However, the study on theoretical analysis and numerical simulation is relatively delayed due to its complex mechanical properties com-pared common reinforced concrete girders. The finite element software ANSYS is used to establish an nu-merical simulation model of RC T-sectional girders strengthened with CFRP sheets in the article. The problem of convergence of nonlinear Finite Element Analysis (FEA) is solved in the numerical simulation analysis. The midspan deflection and maximum stress of T-sectional girder after reinforcement reduce by 11.6% and 20.7% respectively compared to initial girder, but the ultimate capacity increases by 52%, which demonstrates that CFRP sheets can improve the mechanical performance of RC beams.%碳纤维复合材料具有轻质、高强以及耐腐蚀等优点,在旧桥加固工程中得到广泛应用,但由于其力学性能和破坏模式比普通钢筋混凝土梁复杂,在理论和数值分析方面的研究相对滞后。依托某T型钢筋混凝土桥梁加固实例,运用ANSYS有限元软件建立模型进行分析,解决了CFRP布加固构件非线性数值求解难以收敛的问题。加固后T型梁的跨中挠度和最大应力相比于加固前分别下降了10.4%和17.1%了,然而极限承载力提升了52%,这表明CFRP布加固可以很好地改善钢筋混凝土梁的受力性能。

  4. Cosmetic Foot Surgery: Fashion's Pandora's Box

    Science.gov (United States)

    ... A A A | Print | Share Cosmetic Foot Surgery: Fashion’s Pandora’s Box? Foot and ankle surgeons warn against ... a "face lift" and fit them into high-fashion shoes. But physician members of the American College ...

  5. Light Therapy Boxes for Seasonal Affective Disorder

    Science.gov (United States)

    Diseases and Conditions Seasonal affective disorder (SAD) Light therapy boxes can offer an effective treatment for seasonal affective disorder. Features such as light intensity, safety, cost and style are important considerations. ...

  6. Starling nest box monitoring [Rocky Mountain Arsenal

    Data.gov (United States)

    US Fish and Wildlife Service, Department of the Interior — This document described the standard operating procedures for observing and recording data collected from starling nest box monitoring at the Rocky Mountain Arsenal....

  7. Packing a cake into a box

    KAUST Repository

    Skopenkov, Mikhail

    2011-05-01

    Given a triangular cake and a box in the shape of its mirror image, how can the cake be cut into a minimal number of pieces so that it can be put into the box? The cake has icing, so we are not allowed to put it into the box upside down. V. G. Boltyansky asked this question in 1977 and showed that three pieces always suffice. In this paper we provide examples of cakes that cannot be cut into two pieces to be put into the box. This shows that three is the answer to Boltyansky\\'s question. We also give examples of cakes which can be cut into two pieces. © THE MATHEMATICAL ASSOCIATION OF AMERICA.

  8. Packing a cake into a box

    CERN Document Server

    Skopenkov, Mikhail

    2010-01-01

    Given a cake in form of a triangle and a box that fits the mirror image of the cake, how to cut the cake into a minimal number of pieces so that it can be put into the box? The cake has an icing, so that we are not allowed to put it into the box upside down. V.G. Boltyansky asked this question in 1977 and showed that three pieces always suffice. In this paper we provide examples of cakes that cannot be cut into two pieces to put into the box. This shows that three is the answer to V.G. Boltyansky's question. Also we give examples of cakes which can be cut into two pieces.

  9. The Spectra of Des S-Boxes

    Science.gov (United States)

    2014-06-01

    function takes an n-bit ciphertext with a k-bit key and maps the combination into an n-bit plaintext. In traditional math lingo , E and D undo each... analysis went into the selection of the eight S-Boxes. Yet, a randomly designed S-Box can often achieve an adequate level of resistance to attacks...argues that IBM knew of this technique and purposely designed the algorithm to defeat this technique. Regardless, differential crypt- analysis is

  10. BOX-DEATH HOLLOW ROADLESS AREA, UTAH.

    Science.gov (United States)

    Weir, Gordon W.; Lane, Michael

    1984-01-01

    Geologic mapping, geochemical sampling, and a search for prospects and mineralized rock in the Box-Death Hollow Roadless Area, Utah indicate that there is little promise for the occurrence of mineral or energy resources in the area. Additional exploratory drilling by industry seems warranted if wells elsewhere in the region find oil or gas in strata as yet untested in the Box-Death Hollow Roadless Area.

  11. A look inside the actuarial black box.

    Science.gov (United States)

    Math, S E; Youngerman, H

    1992-12-01

    Hospital executives often rely on actuaries (and their "black boxes") to determine self-insurance program liabilities and funding contributions. Typically, the hospital supplies the actuary with a myriad of statistics, and eventually the hospital receives a liability estimate and recommended funding level. The mysterious actuarial calculations that occur in between data reporting and receipt of the actuary's report are akin to a black box--a complicated device whose internal mechanism is hidden from or mysterious to the user.

  12. Random Young diagrams in a Rectangular Box

    DEFF Research Database (Denmark)

    Beltoft, Dan; Boutillier, Cédric; Enriquez, Nathanaël

    We exhibit the limit shape of random Young diagrams having a distribution proportional to the exponential of their area, and confined in a rectangular box. The Ornstein-Uhlenbeck bridge arises from the fluctuations around the limit shape.......We exhibit the limit shape of random Young diagrams having a distribution proportional to the exponential of their area, and confined in a rectangular box. The Ornstein-Uhlenbeck bridge arises from the fluctuations around the limit shape....

  13. HYDROGEN AND VOC RETENTION IN WASTE BOXES

    Energy Technology Data Exchange (ETDEWEB)

    PACE ME; MARUSICH RM

    2008-11-21

    The Hanford Waste Management Project Master Documented Safety Analysis (MDSA) (HNF-14741, 2003) identifies derived safety controls to prevent or mitigate the risks of a single-container deflagration during operations requiring moving, venting or opening transuranic (TRU)-waste containers. The issue is whether these safety controls are necessary for operations involving TRU-waste boxes that are being retrieved from burial at the Hanford Site. This paper investigates the potential for a deflagration hazard within these boxes and whether safety controls identified for drum deflagration hazards should be applied to operations involving these boxes. The study evaluates the accumulation of hydrogen and VOCs within the waste box and the transport of these gases and vapors out of the waste box. To perform the analysis, there were numerous and major assumptions made regarding the generation rate and the transport pathway dimensions and their number. Since there is little actual data with regards to these assumptions, analyses of three potential configurations were performed to obtain some indication of the bounds of the issue (the concentration of hydrogen or flammable VOCs within a waste box). A brief description of each of the three cases along with the results of the analysis is summarized.

  14. Amateur boxing: physical and physiological attributes.

    Science.gov (United States)

    Chaabène, Helmi; Tabben, Montassar; Mkaouer, Bessem; Franchini, Emerson; Negra, Yassine; Hammami, Mehrez; Amara, Samiha; Chaabène, Raja Bouguezzi; Hachana, Younés

    2015-03-01

    Boxing is one of the oldest combat sports. The aim of the current review is to critically analyze the amateur boxer's physical and physiological characteristics and to provide practical recommendations for training as well as new areas of scientific research. High-level male and female boxers show a propensity for low body fat levels. Although studies on boxer somatotypes are limited, the available information shows that elite-level male boxers are characterized by a higher proportion of mesomorphy with a well-developed muscle mass and a low body fat level. To help support the overall metabolic demands of a boxing match and to accelerate the recovery process between rounds, athletes of both sexes require a high level of cardiorespiratory fitness. International boxers show a high peak and mean anaerobic power output. Muscle strength in both the upper and lower limbs is paramount for a fighter's victory and is one of the keys to success in boxing. As boxing punches are brief actions and very dynamic, high-level boxing performance requires well-developed muscle power in both the upper and lower limbs. Albeit limited, the available studies reveal that isometric strength is linked to high-level boxing performance. Future investigations into the physical and physiological attributes of boxers are required to enrich the current data set and to help create a suitable training program.

  15. 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

    into four modulus ,each being individually bonded ,then as‐sembled to a whole ,afterwards ,the automatic retractable formwork is used to cast concrete .The crack control technique and corrosion protection measures are used .The prefabricated components of the monolithic pile cap and bottom pier lift are transported by the Crane Little Swan ,then hois‐ted and lowered into the interlocked suspension steel box cofferdam ,and precisely positioned and installed by the three‐directional adjusting devices on pier tops .T he steel structure of the compos‐ite girder was firstly fabricated to plate units in the workshop ,then floated to the prefabrication yard in Zhongshan to be assembled span by span .The concrete slabs are longitudinally divided into blocks and transversely prefabricated as a w hole ,w hen the steel structures and concrete slabs are combined to form a composite girder ,the Crane Tianyi ,a ship capable of lifting and erecting gird‐ers ,is used to lift the girders section by section .

  16. 49 CFR 178.517 - Standards for plastic boxes.

    Science.gov (United States)

    2010-10-01

    ... 49 Transportation 2 2010-10-01 2010-10-01 false Standards for plastic boxes. 178.517 Section 178... PACKAGINGS Non-bulk Performance-Oriented Packaging Standards § 178.517 Standards for plastic boxes. (a) The following are identification codes for plastic boxes: (1) 4H1 for an expanded plastic box; and (2) 4H2 for...

  17. 49 CFR 230.101 - Steam locomotive driving journal boxes.

    Science.gov (United States)

    2010-10-01

    ... 49 Transportation 4 2010-10-01 2010-10-01 false Steam locomotive driving journal boxes. 230.101... Locomotives and Tenders Running Gear § 230.101 Steam locomotive driving journal boxes. (a) Driving journal boxes. Driving journal boxes shall be maintained in a safe and suitable condition for service. Not...

  18. Complementarity in the Einstein-Bohr photon box

    NARCIS (Netherlands)

    Dieks, D.G.B.J.; Lam, S

    2008-01-01

    The Bohr-Einstein photon box thought experiment is a forerunner of the EPR experiment: a packet of radiation escapes from a box, and the box-plus-radiation state remains entangled. Hence, a measurement on the box makes a difference for the state of the far-away radiation long after its escape. This

  19. 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.

  20. Experimental investigation on prestressed concrete slabs for two- or three-girders bridges; Shoshuketa kyoryoyo PC yukaban ni kansuru jikken kenkyu

    Energy Technology Data Exchange (ETDEWEB)

    Sakai, F.; Yabe, J.; Ogaki, K.; Sakugawa, K.; Ito, A.; Takeuchi, K.; Tomoda, T. [Kawasaki Heavy Industries, Ltd., Kobe (Japan)

    1996-01-20

    Rationalization and labor-saving in the construction of bridges are the pending problems arising from the shortage of skilled construction workers, shortened time usable for construction, and demand for lower cost. Under the circumstances, experiment and study were conducted about the PC slab for two- or three-girder bridges. On the assumption of a PC slab located between two main girders, the interval 6 meters long, specimens near the real size were subjected to experiments. Springs were attached to the free sides so that load tests might be conducted under boundary conditions equivalent to those of a finite continuous slab along the direction of the bridge length as in case of a real bridge. It was found that a partial slab model of limited dimensions was usable when a long span slab experiment was necessary. A PC slab, unlike an RC slab, regained its elastic behavior when the load was removed even after the appearance of cracks. Crack producing loads fell within the range which could generally be estimated by calculation, and the PC slab was capable of restoring its original state upon unloading even after the production of cracks. The PC slab, as compared with the RC slab, demonstrated a greater ultimate strength, but the strength was not affected by the size of the prestress. In case of a PC slab on a long span, the bend fracture precedes and the ultimate strength is determined by the bend strength. 9 refs., 9 figs., 5 tabs.

  1. 大跨度连续下承式钢箱拱桥设计%Design of Long-Span Continuous Through Type Steel Box Arch Bridge

    Institute of Scientific and Technical Information of China (English)

    李国普; 李斐然

    2016-01-01

    为满足桥梁的景观和功能要求,小浪底坝后保护区交通桥上部结构采用(95+152+95) m三跨连续下承式钢箱拱结构。主梁为预应力混凝土π形梁,采用钢管桩+贝雷梁法施工。拱肋为钢箱提篮拱,结构用钢采用Q345D钢板,先工厂预制再现场焊接成型。吊索采用7根φ15.2环氧喷涂无粘结钢绞线,缠包后热挤HDPE ,抗拉强度标准值1860 M Pa。下部结构采用柱式台、倒V形实体薄壁墩、高桩承台、钻孔灌注桩基础。采用非线性程序TDV进行计算分析,结果表明,该桥的强度、刚度和稳定性以及抗震性能均满足规范要求。%To meet the landscape and function requirements proposed , the transportation bridge in the conservation area behind the Xiaolangdi Dam adopts a three‐span continuous through type steel box arch bridge structure with span arrangement of (95+152+95) m .The main girder is the prestressed concrete π‐shaped girder ,constructed by the combined use of steel tube piles and bailey truss .T he arch ribs are the steel box basket handle arches .T he predominant material used for the structure is the Q345D steel plate ,and all the components are prefabricated in the factory and transported to the bridge site for welding to take shape .Each hanger consists of 7φ15 .2 epoxy non‐binding steel strands ,extruded with HDPE after wrapping .The hanger has a standard tensile strength of 1 860 MPa .The substructure of the bridge incorporates column‐type abutments ,in‐versed V‐shaped solid thin‐wall piers ,high‐rise pile caps and bored piles .The non‐linear program TDV was used to do calculation .The results of the calculation demonstrate that the strength ,ri‐gidity ,reliability and anti‐seismic performance of the bridge all meet the code requirements .

  2. Slat Heater Boxes for Thermal Vacuum Testing

    Science.gov (United States)

    Ungar, Eugene

    2003-01-01

    Slat heater boxes have been invented for controlling the sink temperatures of objects under test in a thermal vacuum chamber, the walls of which are cooled to the temperature of liquid nitrogen. A slat heater box (see Figure 1) includes a framework of struts that support electrically heated slats that are coated with a high-emissivity optically gray paint. The slats can be grouped together into heater zones for the purpose of maintaining an even temperature within each side. The sink temperature of an object under test is defined as the steady-state temperature of the object in the vacuum/ radiative environment during the absence of any internal heat source or sink. The slat heater box makes it possible to closely control the radiation environment to obtain a desired sink temperature. The slat heater box is placed inside the cold thermal vacuum chamber, and the object under test is placed inside (but not in contact with) the slat heater box. The slat heaters occupy about a third of the field of view from any point on the surface of the object under test, the remainder of the field of view being occupied by the cold chamber wall. Thus, the radiation environment is established by the combined effects of the slat heater box and the cold chamber wall. Given (1) the temperature of the chamber wall, (2) the fractions of the field of view occupied by the chamber wall and the slat heater box, and (3) the emissivities of the slats, chamber wall, and the surface of object under test, the slat temperature required to maintain a desired sink temperature can be calculated by solving the equations of gray-body radiation for the steady-state adiabatic case (equal absorption and emission by the object under test). Slat heater boxes offer an important advantage over the infrared lamps that have been previously used to obtain desired sink temperatures: In comparison with an infrared lamp, a slat heater box provides a greater degree of sink temperature uniformity for a test

  3. Changes in position and quality of preferred nest box: effects on nest box use by laying hens

    DEFF Research Database (Denmark)

    Riber, Anja Brinch; Nielsen, Birte L.

    2013-01-01

    Using laying hens, we investigated whether position of a nest box, both within the pen and relative to other nest boxes, influenced the preference for a nest box, and how a sudden and marked change to the preferred box influenced the use of nest boxes by the hens. Groups (n=12) of 15 Isa Warren...... revealed that some hens were location conservative, i.e. continued laying in a corner location (or as close to that as possible), whereas others were isolation conservative, i.e. continued laying in the most isolated nest box despite it being positioned in a different area of the pen....... hens were housed in pens, each with five identical nest boxes in different positions: Two single (in a corner or not) and a triplet of nest boxes (one of which in a corner). The use of nest boxes was determined by the number of eggs laid daily in each box. Three experiments, each lasting 10 days, were...

  4. Black-Box Search by Unbiased Variation

    DEFF Research Database (Denmark)

    Lehre, Per Kristian; Witt, Carsten

    2012-01-01

    and the strength of the bounds that can be proven in such a model. In particular, the original black-box model provides for well-known benchmark problems relatively small lower bounds, which seem unrealistic in certain cases and are typically not met by popular search heuristics.In this paper, we introduce a more...... restricted black-box model for optimisation of pseudo-Boolean functions which we claim captures the working principles of many randomised search heuristics including simulated annealing, evolutionary algorithms, randomised local search, and others. The key concept worked out is an unbiased variation operator....... Considering this class of algorithms, significantly better lower bounds on the black-box complexity are proved, amongst them an Ω(nlogn) bound for functions with unique optimum. Moreover, a simple unimodal function and plateau functions are considered. We show that a simple (1+1) EA is able to match...

  5. Advances in the theory of box integrals

    Energy Technology Data Exchange (ETDEWEB)

    Bailey, David H.; Borwein, J.M.; Crandall, R.E.

    2009-06-25

    Box integrals - expectations <|{rvec r}|{sup s}> or <|{rvec r}-{rvec q}|{sup s}> over the unit n-cube (or n-box) - have over three decades been occasionally given closed forms for isolated n,s. By employing experimental mathematics together with a new, global analytic strategy, we prove that for n {le} 4 dimensions the box integrals are for any integer s hypergeometrically closed in a sense we clarify herein. For n = 5 dimensions, we show that a single unresolved integral we call K{sub 5} stands in the way of such hyperclosure proofs. We supply a compendium of exemplary closed forms that naturally arise algorithmically from this theory.

  6. General Analysis Tool Box for Controlled Perturbation

    CERN Document Server

    Osbild, Ralf

    2012-01-01

    The implementation of reliable and efficient geometric algorithms is a challenging task. The reason is the following conflict: On the one hand, computing with rounded arithmetic may question the reliability of programs while, on the other hand, computing with exact arithmetic may be too expensive and hence inefficient. One solution is the implementation of controlled perturbation algorithms which combine the speed of floating-point arithmetic with a protection mechanism that guarantees reliability, nonetheless. This paper is concerned with the performance analysis of controlled perturbation algorithms in theory. We answer this question with the presentation of a general analysis tool box. This tool box is separated into independent components which are presented individually with their interfaces. This way, the tool box supports alternative approaches for the derivation of the most crucial bounds. We present three approaches for this task. Furthermore, we have thoroughly reworked the concept of controlled per...

  7. FAST BUS Test Box (LAIKA) (Engineering Materials)

    Energy Technology Data Exchange (ETDEWEB)

    1983-01-01

    The assembly drawing AD 135-518-00-RO, and the drawings referenced thereon, provide the data and specifications for constructing the LAIKA Test Box. Some drawings are not available, although they are listed on the material lists included. The assembly is a manual tester for FAST BUS modules, both masters and slaves. FAST BUS signals are generated by means of switches or push buttons and provide the state of the bus lines by lighting LED's. The box acts as either a master or slave - depending upon the module under test. It also acts as an ATC to test the arbitration logic of a master or ATC device.

  8. CASAS: A Smart Home in a Box.

    Science.gov (United States)

    Cook, Diane J; Crandall, Aaron S; Thomas, Brian L; Krishnan, Narayanan C

    2013-07-01

    While the potential benefits of smart home technology are widely recognized, a lightweight design is needed for the benefits to be realized at a large scale. We introduce the CASAS "smart home in a box", a lightweight smart home design that is easy to install and provides smart home capabilities out of the box with no customization or training. We discuss types of data analysis that have been performed by the CASAS group and can be pursued in the future by using this approach to designing and implementing smart home technologies.

  9. Investigation on features and tendencies of axle-box heating

    Directory of Open Access Journals (Sweden)

    Olegas LUNYS

    2015-03-01

    Full Text Available Breakdown of rolling stock axle-boxes if not detected in due time may cause a rail accident or disaster. At present, a lot of advanced technologies, modern equipment and devices, which “recognizes” faulty axle-boxes when the train is in motion, have been implemented. However, the timely identification of breakdown of rolling stock axle-boxes still is an acute problem, the initial stage of damage emergence being especially problematic. Presently, rolling stock axle-box breakdown is determined according to the higher than permissible temperature of the axle-box body. The article provides statistical data of dangerously heated axle-boxes, determined train delay durations, the number of delayed trains by danger level, and dependence of damage on the season. After systematization of data on axle-box damage and heating temperatures of broken axle-boxes, heating tendencies of axle-boxes of freight wagons are described. Finally, basic conclusions are given.

  10. RELIABILITY BASED DESIGN OF A GEAR BOX

    Directory of Open Access Journals (Sweden)

    D.MADHUSEKHAR

    2014-08-01

    Full Text Available Reliability is the probability that a system, component or device will perform without failure for a specified period of time under specified operating conditions. The concept of reliability is of great importance in the design of various machine members. Conventional engineering design uses a deterministic approach. It disregards the fact that the material properties, the dimensions of the components and the externally applied loads are statistical in nature. In conventional design this uncertainties are covered with a factor of safety, which is not always successful. The growing trend towards reducing uncertainty and increasing reliability is to use the probabilistic approach. In the present work a three shaft four speed gear box and six speed gear box are designed using reliability principles. For the specified reliability of the system (Gear box, component reliability (Gear pair is calculated by considering the system as a series system. Design is considered to be safe and adequate if the probability of failure of gear box is less than or equal to a specified quantity in each of the two failure modes. . All the parameters affecting the design are considered as random variables and all the random variables are assumed to follow normal distribution. A computer program in C++ is developed to calculate the face widths in bending and surface failure modes. The larger one out of the two values is considered. By changing the variations in the design parameters, variations in the face widths are studied.

  11. Argon purge gas cooled by chill box

    Science.gov (United States)

    Spiro, L. W.

    1966-01-01

    Cooling argon purge gas by routing it through a shop-fabricated chill box reduces charring of tungsten inert gas torch head components. The argon gas is in a cooled state as it enters the torch and prevents buildup of char caused by the high concentrations of heat in the weld area during welding operations.

  12. Box of Ideal Gas in Free Fall

    CERN Document Server

    Kothawala, Dawood

    2011-01-01

    We study the quantum partition function of non-relativistic, ideal gas in a (non-cubical) box falling freely in arbitrary curved spacetime with centre 4-velocity u^a. Using perturbed energy eigenvalues to evaluate the canonical partition function, we find that corrections to various thermodynamic quantities such as mean energy, entropy and specific heat include a very specific, sub-dominant term characterized by the dimensionless quantity, X = R_00 q^2, where R_00 = R_ab u^a u^b and q = \\beta \\hbar c. This X-contribution does not depend on kinematic details of the system such as box dimensions and mass of particles, and in particular leads to S_X = (1/2) \\beta U_X (see text), a relation familiar from black hole thermodynamics. What is curious is that our result depends crucially on quantum mechanics since, in effect, the gas is allowed to "feel" the presence of the box through use of unperturbed wave function satisfying appropriate boundary conditions at the box walls. This is the feature which a classical an...

  13. Using Story Boxes in Language Learning

    Science.gov (United States)

    Collins, Rita

    2009-01-01

    Story boxes and story bags are containers for holding realia that are used to enhance reading and provide a variety of activities for encouraging language acquisition and use. Whatever the packaging, these are good ways to develop students' interest in books. Using realia, or real-life objects, to teach a foreign language is not a novel concept.…

  14. Study of WATCH GRB error boxes

    DEFF Research Database (Denmark)

    Gorosabel, J.; Castro-Tirado, A. J.; Lund, Niels;

    1995-01-01

    We have studied the first WATCH GRB Catalogue ofγ-ray Bursts in order to find correlations between WATCH GRB error boxes and a great variety of celestial objects present in 33 different catalogues. No particular class of objects has been found to be significantly correlated with the WATCH GRBs....

  15. One-dimensional oscillator in a box

    Energy Technology Data Exchange (ETDEWEB)

    Amore, Paolo [Facultad de Ciencias, Universidad de Colima, Bernal DIaz del Castillo 340, Colima, Colima (Mexico); Fernandez, Francisco M [INIFTA (UNLP, CCT La Plata-CONICET), Division Quimica Teorica, Blvd 113 S/N, Sucursal 4, Casilla de Correo 16, 1900 La Plata (Argentina)], E-mail: paolo@ucol.mx, E-mail: fernande@quimica.unlp.edu.ar

    2010-01-15

    We discuss a quantum-mechanical model of two particles that interact by means of a harmonic potential and are confined to a one-dimensional box with impenetrable walls. We apply perturbation theory to the cases of different and equal masses and analyse the symmetry of the states in the latter case. We compare the approximate perturbation results with accurate numerical ones.

  16. Fast box-counting algorithm on GPU.

    Science.gov (United States)

    Jiménez, J; Ruiz de Miras, J

    2012-12-01

    The box-counting algorithm is one of the most widely used methods for calculating the fractal dimension (FD). The FD has many image analysis applications in the biomedical field, where it has been used extensively to characterize a wide range of medical signals. However, computing the FD for large images, especially in 3D, is a time consuming process. In this paper we present a fast parallel version of the box-counting algorithm, which has been coded in CUDA for execution on the Graphic Processing Unit (GPU). The optimized GPU implementation achieved an average speedup of 28 times (28×) compared to a mono-threaded CPU implementation, and an average speedup of 7 times (7×) compared to a multi-threaded CPU implementation. The performance of our improved box-counting algorithm has been tested with 3D models with different complexity, features and sizes. The validity and accuracy of the algorithm has been confirmed using models with well-known FD values. As a case study, a 3D FD analysis of several brain tissues has been performed using our GPU box-counting algorithm.

  17. A white box perspective on behavioural adaptation

    DEFF Research Database (Denmark)

    Bruni, Roberto; Corradini, Andrea; Gadducci, Fabio;

    2015-01-01

    We present a white-box conceptual framework for adaptation developed in the context of the EU Project ASCENS coordinated by Martin Wirsing. We called it CoDA, for Control Data Adaptation, since it is based on the notion of control data. CoDA promotes a neat separation between application and adap...

  18. Hazard Analysis of Japanese Boxed Lunches (Bento).

    Science.gov (United States)

    Bryan, Frank L.; And Others

    1991-01-01

    For the purposes of identifying contaminants, of assessing risks, and of determining critical food processing control points, hazard analyses were conducted at two "bento" (oriental boxed meals) catering operations. Time and temperature abuses during the holding period, after cooking and prior to consumption, were found to be the primary…

  19. Covering Points by Disjoint Boxes with Outliers

    CERN Document Server

    Ahn, Hee-Kap; Demaine, Erik D; Demaine, Martin L; Kim, Sang-Sub; Korman, Matias; Reinbacher, Iris; Son, Wanbin

    2009-01-01

    For a set of n points in the plane, we consider the axis--aligned (p,k)-Box Covering problem: Find p axis-aligned, pairwise-disjoint boxes that together contain n-k points. In this paper, we consider the boxes to be either squares or rectangles, and we want to minimize the area of the largest box. For general p we show that the problem is NP-hard for both squares and rectangles. For a small, fixed number p, we give algorithms that find the solution in the following running times: For squares we have O(n+k log k) time for p=1, and O(n log n+k^p log^p k time for p = 2,3. For rectangles we get O(n + k^3) for p = 1 and O(n log n+k^{2+p} log^{p-1} k) time for p = 2,3. In all cases, our algorithms use O(n) space.

  20. Cereal Box Design: An Interdisciplinary Graphics Activity

    Science.gov (United States)

    Fitzgerald, Mike; Tsosie, Teri

    2012-01-01

    The cereal box design activity is intriguing both for its simplicity and the resourcefulness that it can generate in young people. Also, it lends itself to a variety of curriculums. It covers both consumerism and Design for the Environment (DfE) concepts broadly and in depth. The activity introduces a wide range of topics. They include graphic…

  1. Study on injury and fatigue life forecast of gantry crane's girder under rising load%起升载荷下门式起重机主梁损伤与疲劳寿命预测研究

    Institute of Scientific and Technical Information of China (English)

    张强; 王海舰; 胡南

    2015-01-01

    为研究起升载荷下门式起重机主梁的损伤和疲劳寿命,通过有限元软件ANSYS Workbench建立门式起重机主梁力学模型,采用 nsoft 疲劳分析软件对主梁的动静态力学特性和疲劳损伤进行了分析,采用 nCode GlypWorks中的Rainflow 模块对各载荷作用的应力时间历程进行雨流计数、载荷外推和叠加,采用 nCode GlypWorks中的Stress Life模块计算主梁的疲劳寿命以及敏感性分析,得到不同工况下门式起重机箱型主梁应力和应变云图以及叠加后雨流直方图、主梁损伤直方图、裂纹—寿命关系曲线。研究结果表明:主梁的最大等效应力位置在跨中或端部以及主梁与支腿连接部位,易产生疲劳损伤;40 t以上起重量是造成主梁损伤主要载荷;过载、残余应力和表面粗糙度均对主梁的使用寿命具有明显影响。冲击损伤仿真结果与计算结果较为接近,说明冲击损伤计算结果具有较高的可信度。%In order to study the damage and fatigue life of gantry crane's girder under rising load , the mechanical model of gantry crane's girder was established through the finite element software ANSYS Workbench ,the dynamic and static mechanical properties and fatigue damage of girder were analyzed by using fatigue analysis software nsoft ,the rain flow counting ,the extrapolation superstition of the stress time on load w ere carried out by using Rainflow module in nCode Glyp Works .The life stress module in nCode GlypWorks was used to calculate the fatigue life and ana‐lyze the sensitivity of girder ,through w hich the stress and strain image ,superimposed rain flow histogram ,girder damage histogram and crack‐life relationship curve of gantry crane chassis type girder were got .The results showed that ,the maximum equivalent stress positions appeared in the middle or end of the girder ,the joints of girder and legs where were easy to produce fatigue damage;the lifting

  2. box modeling of the eastern mediterranean sea

    Science.gov (United States)

    Ashkenazy, Y.; Stone, P. H.

    2003-04-01

    Recently (~1990) a new source of deep water formation in the Eastern Mediterranean was found in the southern part of the Aegean sea. Till then, the only source of deep water formation in the Eastern Mediterranean was in the Adriatic sea; the rate of the deep water formation of the new Aegean source is 1Sv=10^6m^3/s, three times larger then the Adriatic source. We develop a simple 3 box-model to study the stability of the thermohaline circulation of the Eastern Mediterranean sea. The 3 boxes represent the Adriatic sea, Aegean sea, and the Ionian sea. The boxes exchange heat and salinity and may be described by a set of nonlinear differential equations. We analytically analyze these equations and find that the system may have one, two, or four stable flux states. We consider two cases for which the temperatures of the boxes are (i) fixed or (ii) variable. After setting the parameters to correspond to the Eastern Mediterranean we find that the system has two stable states, one with (i) two thermally dominant sources of deep water formation in the Adriatic and Aegean and the other with (ii) a salinity dominant source of deep water formation in the Adriatic and a thermally dominant source in the Aegean. While the Adriatic thermally dominant source is comparable to the observed flux of 0.3Sv the Aegean source has much smaller flux than the observed value. This situation is analogous to the state of the thermohaline circulation pre 1990 where the only source of deep water formation was in the Adriatic. If we decrease the atmospheric temperature of the Aegean box by 2C in accordance with recent observations, we find that the deep water formation of the Aegean increases significantly to a value comparable to the recently observed flux.

  3. 两跨连续斜交梁桥振动台试验研究%Shaking table tests for a two-span continuous skew girder bridge

    Institute of Scientific and Technical Information of China (English)

    许永吉; 卓卫东; 孙颖

    2016-01-01

    The dynamic characteristics and three-dimensional seismic response of a two-span continuous skew girder bridge were analyzed,using parameters,such as,skew angle,shear span ratio,reinforcement ratio and axial compression ratio and so on.Taking a skewed girder bridge of Fujian as an engineering example,a 1 ∶5 scale two-span continuous skewed girder bridge model was designed for shaking table tests.Adopting shaking table tests and FE numerical analysis, the seismic responses and damage characteristics of the skewed girder bridge were studied.Results of shaking table tests showed that the structure's acceleration response and displacement response are guite different under different types of ground motion and at the same site or different types of ground motion and at different sites;under the same skew angle. the smaller the axial compression ratio,the larger the acceleration and displacement responses;when the axial compression ratio is the same,the smaller the skew angle,the larger the acceleration and displacement responses;a reasonable choice of skew angle has a great influence on the dynamic performance of skew bridges in the design of skew bridges.%选取了斜交角、配箍率和轴压比等设计参数,对两跨连续斜交梁桥进行结构动力特性分析和单向地震动输入下结构的地震反应分析。以福建省高速公路某座斜交梁桥为工程背景,设计制作了一座1/5缩尺两跨连续混凝土斜交梁桥试验模型,结合振动台模型试验和数值模拟分析,研究斜交梁桥地震响应及震害特点。振动台模型试验结果表明:不同场地类别的地震动及同一场地类别但不同的地震动作用下,结构的加速度响应、位移响应差别较大;在相同斜交角时,轴压比越小,加速度和位移响应越大;当轴压比相同时,斜交角越小,加速度和位移响应越大。从试验可知,在斜交桥设计中,合理选择斜交角对桥梁动力性能有很大的影响。

  4. Artificial 'Voice Box' Implant Helps Cancer Patient Speak

    Science.gov (United States)

    ... https://medlineplus.gov/news/fullstory_162873.html Artificial 'Voice Box' Implant Helps Cancer Patient Speak New device ... WEDNESDAY, Jan. 4, 2017 (HealthDay News) -- An artificial "voice box" has provided long-term relief for a ...

  5. Conceptual design and optimization methodology for box wing aircraft

    OpenAIRE

    Jemitola, Paul Olugbeji

    2012-01-01

    A conceptual design optimization methodology was developed for a medium range box wing aircraft. A baseline conventional cantilever wing aircraft designed for the same mis- sion and payload was also optimized alongside a baseline box wing aircraft. An empirical formula for the mass estimation of the fore and aft wings of the box wing aircraft was derived by relating conventional cantilever wings to box wing aircraft wings. The results indicate that the fore and aft wings would ...

  6. Application of Defense Technology Commonly Used in Boxing Match

    Institute of Scientific and Technical Information of China (English)

    Zhixiao Li[1; Jianjun Liu[2

    2015-01-01

    Boxing defense technology is a kind of techniques to prevent the opponent from attacking successfully. Boxing is a kind of sports that needs close cooperation between attack and defense. Attack is used for defense, where there is no attack, there will be no defense, and vice versa. Defense technology is the foundation of attack technology, therefore, defense is of vital importance in boxing match.

  7. Clocks, Cameras, and Chatter, Chatter, Chatter: Activity Boxes as Curriculum.

    Science.gov (United States)

    Suskind, Diane; Kittel, Jeanie

    1989-01-01

    Describes activity boxes which can be used in early childhood classrooms to further curriculum and development goals. Activity boxes are containers filled with related objects categorized by color, shape, or material which encourage children to explore, sort, and manipulate real things. Discusses goals and lists contents for 24 activity boxes.…

  8. Using Origami Boxes to Explore Concepts of Geometry and Calculus

    Science.gov (United States)

    Wares, Arsalan

    2011-01-01

    The purpose of this classroom note is to provide an example of how a simple origami box can be used to explore important concepts of geometry and calculus. This article describes how an origami box can be folded, then it goes on to describe how its volume and surface area can be calculated. Finally, it describes how the box could be folded to…

  9. 47 CFR 90.241 - Radio call box operations.

    Science.gov (United States)

    2010-10-01

    ... remains on for a period in excess of three minutes. The automatic cutoff system must be designed so the... Safety Pool for highway call box systems subject to the following requirements: (1) Call box transmitters... effective radiated power (ERP). (3) The height of a call box antenna may not exceed 6.1 meters (20...

  10. 49 CFR 230.102 - Tender plain bearing journal boxes.

    Science.gov (United States)

    2010-10-01

    ... 49 Transportation 4 2010-10-01 2010-10-01 false Tender plain bearing journal boxes. 230.102... Locomotives and Tenders Running Gear § 230.102 Tender plain bearing journal boxes. Plain bearing journal boxes... expected to damage the bearing; or have a detrimental effect on the lubrication of the journal and...

  11. 49 CFR 230.103 - Tender roller bearing journal boxes.

    Science.gov (United States)

    2010-10-01

    ... 49 Transportation 4 2010-10-01 2010-10-01 false Tender roller bearing journal boxes. 230.103... Locomotives and Tenders Running Gear § 230.103 Tender roller bearing journal boxes. Tender roller bearing journal boxes shall be maintained in a safe and suitable condition....

  12. An optimal structure for a 34-meter millimeter-wave center-fed BWG antenna: The Cross-Box concept

    Science.gov (United States)

    Chuang, K. L.

    1988-01-01

    An approach to the design of the planned NASA/JPL 34 m elevation-over-azimuth (Az-El) antenna structure at the Venus site (DSS-13) is presented. The antenna structural configuration accommodates a large (2.44 m) beam waveguide (BWG) tube centrally routed through the reflector-alidade structure, an elevation wheel design, and an optimal structural geometry. The design encompasses a cross-box elevation wheel-reflector base substructure that preserves homology while satisfying many constraints, such as structure weight, surface tolerance, stresses, natural frequency, and various functional constraints. The functional requirements are set to ensure that microwave performance at millimeter wavelengths is adequate. The cross-box configuration was modeled, optimized, and found to satisfy all DSN HEF baseline antenna specifications. In addition, the structure design was conceptualized and analyzed with an emphasis on preserving the structure envelope and keeping modifications relative to the HEF antennas to a minimum, thus enabling the transferability of the BWG technology for future retrofitting. Good performance results were obtained.

  13. Design on Simply-Supported Box Beam in Pearl River Delta Intercity Rail Transit%珠三角城际轨道交通简支箱梁设计

    Institute of Scientific and Technical Information of China (English)

    侯建军; 邓运清

    2012-01-01

    城际轨道交通是联系城市群间的快速铁路客运专线,主要满足经济发达的人口稠密地区中短途旅客运输需要,对景观设计要求较高.珠三角城际轨道交通桥梁形式采用了流线形箱梁,在箱梁外侧设置大圆弧,小曲线的梁端加宽等处理更加体现了城际轨道交通桥梁中景观设计要素.其常用简支箱梁根据线间距变化,设计分为双线箱梁、单线箱梁和组合箱梁3种形式.从箱梁设计的技术标准、桥面布置、截面选型等方面进行介绍.%In developed and populous areas, the intercity rail transit is the rapid passenger-dedicated line of urban agglomeration in order to meet the needs of passenger traffic within middle distance and short distance, with the higher requirements on landscape. So the box beam bridges with streamline shape were employed in Pearl River Delta Intercity Rail Transit, in which the large arc shape was utilized along the lateral surface of the box beam, and the girder ends on sharp curve were widened to reflect more landscape elements of intercity rail transit bridge design. Moreover, in the design, according to the various distances between the track centers, the usual simply-supported box beam s were divided into three types; the box beam with double tracks, box beam with single track, and the composite box beam. The technical standards, bridge deck arrangement, cross-section selection and other aspects in box beam design are introduced in this paper.

  14. Fast adaptive elliptical filtering using box splines

    CERN Document Server

    Chaudhury, Kunal Narayan; Unser, Michael

    2009-01-01

    We demonstrate that it is possible to filter an image with an elliptic window of varying size, elongation and orientation with a fixed computational cost per pixel. Our method involves the application of a suitable global pre-integrator followed by a pointwise-adaptive localization mesh. We present the basic theory for the 1D case using a B-spline formalism and then appropriately extend it to 2D using radially-uniform box splines. The size and ellipticity of these radially-uniform box splines is adaptively controlled. Moreover, they converge to Gaussians as the order increases. Finally, we present a fast and practical directional filtering algorithm that has the capability of adapting to the local image features.

  15. Box of ideal gas in free fall

    Energy Technology Data Exchange (ETDEWEB)

    Kothawala, Dawood, E-mail: dawood@physics.iitm.ac.in [Department of Mathematics and Statistics, University of New Brunswick, Fredericton, NB, E3B 5A3 (Canada)

    2013-03-26

    We study the quantum partition function of non-relativistic, ideal gas in a (non-cubical) box falling freely in arbitrary curved spacetime with center 4-velocity u{sup a}. When perturbed energy eigenvalues are properly taken into account, we find that corrections to various thermodynamic quantities include a very specific, sub-dominant term which is independent of kinematic details such as box dimensions and mass of particles. This term is characterized by the dimensionless quantity, Ξ=R{sub 0{sup ^}0{sup ^}}Λ{sup 2}, where R{sub 0{sup ^}0{sup ^}}=R{sub ab}u{sup a}u{sup b} and Λ=βℏc, and, quite intriguingly, produces Euler relation of homogeneity two between entropy and energy – a relation familiar from black hole thermodynamics.

  16. Choreographies with Secure Boxes and Compromised Principals

    CERN Document Server

    Carbone, Marco; 10.4204/EPTCS.12.1

    2009-01-01

    We equip choreography-level session descriptions with a simple abstraction of a security infrastructure. Message components may be enclosed within (possibly nested) "boxes" annotated with the intended source and destination of those components. The boxes are to be implemented with cryptography. Strand spaces provide a semantics for these choreographies, in which some roles may be played by compromised principals. A skeleton is a partially ordered structure containing local behaviors (strands) executed by regular (non-compromised) principals. A skeleton is realized if it contains enough regular strands so that it could actually occur, in combination with any possible activity of compromised principals. It is delivery guaranteed (DG) realized if, in addition, every message transmitted to a regular participant is also delivered. We define a novel transition system on skeletons, in which the steps add regular strands. These steps solve tests, i.e. parts of the skeleton that could not occur without additional regu...

  17. Grey Box Modelling of Hydrological Systems

    DEFF Research Database (Denmark)

    Thordarson, Fannar Ørn

    statistical methods. The simple models in these papers consider only part of the well field, but data analysis reveals that the wells in the well field are highly correlated. In the third paper, all wells pumping from the same aquifer are included in the state space formulation of the model, but instead...... equations, and a black box model, which relates to models that are obtained statistically from input-output relations. Grey box model consists of a system description, defined by a finite set of stochastic differential equations, and an observation equation. Together, system and observation equations...... in the model, or formulation of process noise can be considered so that it meets the physical limits of the hydrological system and give an adequate description of the embedded uncertainty in model structure. The thesis consists of two parts: a summary report and a part which contains six scientific papers...

  18. Fatal exit the automotive black box debate

    CERN Document Server

    Kowalick, Tom

    2005-01-01

    "Fatal Exit: The Automotive Black Box Debate cuts through thirty years of political wrangling and institutional biases to provide an argument for the Motor Vehicle Event Data Recorder (MVEDR). This automotive equivalent of an airplane's flight recorder or black box is intended to solve the mysteries of car crashes and improve the safety of our roads. The reader is taken inside the automotive industry and the government highway safety establishment to foster an understanding of the politics and the positions on all sides of this safety debate. The author takes an unbiased approach, chronologically presenting each argument and uncovering the agendas and mandates of each of the stakeholders." "This publication is essential reading for all consumers who need to have their voices heard on this critical issue, as well as for attorneys, public safety advocates, public policy administrators, engineers, automotive professionals, journalists, and insurance executives."--Jacket.

  19. The Central Nervous System of Box Jellyfish

    DEFF Research Database (Denmark)

    Garm, Anders Lydik; Ekström, Peter

    2008-01-01

    of behaviors in the box jellyfish such as obstacle avoidance and navigation. The need to process the visual information and turn it into the appropriate behavior puts strong demands on the nervous system of box jellyfish, which appears more elaborate than in other cnidarians. Here, the central part...... of this nervous system is described. Each rhopalium holds a separate part of the CNS with 1,000 nerve cells and a large amount of neuropil. The rhopalial nervous system has several subsystems defined by the anatomy, location, and immunocytochemistry of the cells. Most of the subsystems connect to one or more...... of the eye types, and it is likely that the rhopalial nervous system accounts for most of the visual processing. The major part of the CNS is made up of a ring nerve encircling the bell shaped body. The ring nerve holds around 10,000 cells and is directly connected to all four rhopalial nervous systems...

  20. The gradient flow in a twisted box

    Energy Technology Data Exchange (ETDEWEB)

    Ramos, Alberto [Deutsches Elektronen-Synchrotron (DESY), Zeuthen (Germany). John von Neumann-Inst. fuer Computing NIC

    2013-08-15

    We study the perturbative behavior of the gradient flow in a twisted box. We apply this information to define a running coupling using the energy density of the flow field. We study the step-scaling function and the size of cutoff effects in SU(2) pure gauge theory. We conclude that the twisted gradient flow running coupling scheme is a valid strategy for step-scaling purposes due to the relatively mild cutoff effects and high precision.

  1. Masking a Compact AES S-box

    Science.gov (United States)

    2007-08-07

    Lecture Notes in Computer Science , pages 309–18, 2001. [2] D. Canright. A very compact S-box for AES. In CHES2005, volume 3659 of Lecture Notes in Computer Science , pages...et al., editor, CHES2003, volume 2779 of Lecture Notes in Computer Science , pages 319–333. Springer, 2003. [4] Jovan Dj. Golić and Christophe Tymen...Multiplicative masking and power analysis of AES. In CHES 2002, volume 2523 of Lecture

  2. PCB-Based Break-Out Box

    Science.gov (United States)

    Lee, Jason H.

    2011-01-01

    Break-out boxes (BOBs) are necessary for all electrical integration/cable checkouts and troubleshooting. Because the price of a BOB is high, and no work can be done without one, often the procedure stops, simply waiting for a BOB. A less expensive BOB would take less time in the integration, testing, and troubleshooting process. The PCB-based BOB works and looks the same as a standard JPL BOB, called Gold Boxes. The only differences between the old BOB and the new PCB-based BOB is that the new one has 80 percent of its circuitry in a printed circuit board. This process reduces the time for fabrication, thus making the BOBs less expensive. Moreover, because of its unique design, the new BOBs can be easily assembled and fixed. About 80 percent of the new PCB-based BOB is in a $22 (at the time of this reporting) custom-designed, yet commercially available PCB. This device has been used successfully to verify that BOB cables were properly made. Also, upon completion, the BOB was beeped out via a multimeter to ensure that all sockets on the connectors were properly connected to the respective banana jack. When compared to the Gold Box BOBs, the new BOB has many advantages. It is much more cost efficient, it delivers equal usability at substantially lower cost of the BOB, and the Gold Box is much heavier when compared to the new BOB. The new BOB is also a bit longer and much more versatile in that connectors are easily changeable and if a banana jack is broken, it can be replaced instead of throwing away an entire BOB.

  3. Cardiovascular issues in boxing and contact sports.

    Science.gov (United States)

    Siegel, Stephen A

    2009-10-01

    Despite the inherent risks associated with exercise in general and boxing in particular, the sport has had a limited number of catastrophic cardiovascular events. Screening should be based on risks involved and become more extensive with the advancement of the athlete. Anatomic and electrophysiologic risks need to be assessed and may preclude participation with resultant life style and economic complications. There should be adequate preparation for the rare potential cardiovascular complication at all events, with the ability to rapidly assess and treat arrhythmias.

  4. Adaptive Techniques to find Optimal Planar Boxes

    CERN Document Server

    Barbay, J; Pérez-Lantero, P

    2012-01-01

    Given a set $P$ of $n$ planar points, two axes and a real-valued score function $f()$ on subsets of $P$, the Optimal Planar Box problem consists in finding a box (i.e. axis-aligned rectangle) $H$ maximizing $f(H\\cap P)$. We consider the case where $f()$ is monotone decomposable, i.e. there exists a composition function $g()$ monotone in its two arguments such that $f(A)=g(f(A_1),f(A_2))$ for every subset $A\\subseteq P$ and every partition $\\{A_1,A_2\\}$ of $A$. In this context we propose a solution for the Optimal Planar Box problem which performs in the worst case $O(n^2\\lg n)$ score compositions and coordinate comparisons, and much less on other classes of instances defined by various measures of difficulty. A side result of its own interest is a fully dynamic \\textit{MCS Splay tree} data structure supporting insertions and deletions with the \\emph{dynamic finger} property, improving upon previous results [Cort\\'es et al., J.Alg. 2009].

  5. 大跨径梁桥长期挠度的控制技术研究%Control Technology of Long-term Deflection for Long-span Girder Bridge

    Institute of Scientific and Technical Information of China (English)

    黄新哲

    2011-01-01

    This paper analyzed the development of large-span girder bridge, based on the problems of long-term deflection in large-span girder bridge, put forward the causes of long-term deflection and control measures by an example of a bridge, to provide reference for the relevant project officers.%文章就大跨梁桥发展概况进行了剖析,针对大跨梁桥长期挠度的问题现象,以某大桥为例提出了长期挠度成因及控制措施新途径,以供相关工程人员参考.

  6. Design of Composite Girder with Non-standard Span on Harbin-Dalian Passenger Dedicated Line%哈大铁路客运专线变跨结合梁设计

    Institute of Scientific and Technical Information of China (English)

    孙宗磊

    2012-01-01

    结合哈大客运专线沈大段桥梁非标准跨度的特点,从适用、景观、施工控制等方面介绍哈大客运专线变跨结合梁的设计过程,对结合梁外形选择、结构断面选择、施工方案以及计算方法进行了详细介绍.%In view of the characteristics of the bridge with non-standard span on Shenyang-Dalian section of Harbin-Dalian Passenger Dedicated Line, this paper introduces the design process of the composite girder with non-standard span on Harbin - Dalian Passenger Dedicated Line in terms of applicability,landscape and construction control, and explains in detail the selection of girder profile, structural cross-section, construction scheme and calculation method.

  7. Effectiveness of box trainers in laparoscopic training

    Directory of Open Access Journals (Sweden)

    Dhariwal Anender

    2007-01-01

    Full Text Available Rationale and Objectives: Various devices are used to aid in the education of laparoscopic skills ranging from simple box trainers to sophisticated virtual reality trainers. Virtual reality system is an advanced and effective training method, however it is yet to be adopted in India due to its cost and the advanced technology required for it. Therefore, box trainers are being used to train laparoscopic skills. Hence this study was undertaken to assess the overall effectiveness of the box-training course. Study Procedure: The study was conducted during six-day laparoscopic skills training workshops held during 2006. Twenty five surgeons; age range of 26 to 45 years, of either sex, who had not performed laparoscopic surgery before; attending the workshop were evaluated. Each participant was given a list of tasks to perform before beginning the box-training course on day one and was evaluated quantitatively by rating the successful completion of each test. Evaluation began when the subject placed the first tool into the cannula and ended with task completion. Two evaluation methods used to score the subject, including a global rating scale and a task-specific checklist. After the subject completed all sessions of the workshop, they were asked to perform the same tasks and were evaluated in the same manner. For each task completed by the subjects, the difference in the scores between the second and first runs were calculated and interpreted as an improvement as a percentage of the initial score. Statistical Analysis: Wilcoxon matched-paired signed-ranks test was applied to find out the statistical significance of the results obtained. Results: The mean percentage improvement in scores for both the tasks, using global rating scale, was 44.5% + 6.930 (Mean + SD. For task 1, using the global rating scale mean percentage improvement was 49.4% + 7.948 (Mean + SD. For task 2, mean percentage improvement using global rating scale was 39.6% + 10.4 (Mean

  8. Policy statement—Boxing participation by children and adolescents.

    Science.gov (United States)

    Purcell, Laura; LeBlanc, Claire M A

    2011-09-01

    Thousands of boys and girls younger than 19 years participate in boxing in North America. Although boxing provides benefits for participants, including exercise, self-discipline, and self-confidence, the sport of boxing encourages and rewards deliberate blows to the head and face. Participants in boxing are at risk of head, face, and neck injuries, including chronic and even fatal neurologic injuries. Concussions are one of the most common injuries that occur with boxing. Because of the risk of head and facial injuries, the American Academy of Pediatrics and the Canadian Paediatric Society oppose boxing as a sport for children and adolescents. These organizations recommend that physicians vigorously oppose boxing in youth and encourage patients to participate in alternative sports in which intentional head blows are not central to the sport.

  9. 折线形腹板钢梁的局部承压性能有限元分析%The finite element analysis on folded web steel girder under patch loading

    Institute of Scientific and Technical Information of China (English)

    庄晖; 黄炳生

    2012-01-01

    The steel beams with folded webs are produced by substituting the folded webs for flat webs, this is a kind of the steel girders with corrugation webs. And such products have superior load-carrying capacity and favorable economic advantages. At present,studies on the behavior of the steel girders under patch loading are scarce at home and abroad. So this paper presents the finite element analysis on folded wed steel girders under patch loading. Observe the failure of the models and the factors that influence the ultimate capacity. Prepare for the text success.%折线形腹板钢梁是将传统钢梁中的平腹板用折线形钢板来代替,是波纹腹板钢梁的一种.该钢梁具有较高的承载力及良好的经济优势.目前,在国内外仅对梯形腹板钢梁的局部承压性能有少量研究.本文作者采用有限元方法对折线形腹板钢梁局部承压性能进行研究,了解其在实际试验中可能发生的破坏模式和各因素对其局部承压力性能的影响,并为今后试验作准备.

  10. On slope consolidation effect with combination of anti-sliding pile and lattice girder%抗滑桩--格构梁联合加固边坡效果分析

    Institute of Scientific and Technical Information of China (English)

    赵志强; 姚成

    2012-01-01

    According to the application of the combined support structure with the anti-sliding pile and lattice girder in the slope treatment, the paper points out the idea of considering the deformation coordination of the anchor cable, the anti-sliding pile and the lattice girder, adopts the finite element software., ABAQUS to undertake the simulation, and concludes the deformation coordination design methods with the anti-sliding pile, the lattice girder and the anchor cable can enhance the slope consolidation effect after the comparative analysis of the results.%针对边坡治理中应用的支护结构——抗滑桩与格构梁联合支护,在设计方法上提出了考虑锚索、抗滑桩、格构梁三者变形协调的思想;利用有限元软件ABAQUS模拟,通过计算结果对比分析,得到了考虑抗滑桩、格构梁以及桩上锚索三者变形协调的设计方法更有利于边坡加固效果的结论。

  11. DFBX boxes - electrical and cryogenic distribution boxes for the superconducting magnets in the LHC straight sections

    CERN Document Server

    Zbasnik, J P; Gourlay, S A; Green, M A; Hafalia, A Q; Kajiyama, Y; Knolls, M J; La Mantia, R F; Rasson, J E; Reavill, D; Turner, W C

    2003-01-01

    DFBX distribution boxes provide cryogenic and electrical services to superconducting quadrupoles and to a superconducting dipole at either end of four of the long straight sections in the LHC. The DFBX boxes also provide instrumentation and quench protection to the magnets. Current for the quadrupole and the dipole magnet is delivered through leads that combine HTS and gas cooled leads. Current for the 600 A and 120 A correction magnets is provided by pure gas-cooled leads. The bus bars from the leads to the magnets pass through low leak-rate lambda plugs between 1.8 K and 4.4 K. The heat leak into the 1.9 K region from the liquid helium tank is determined by the design of the lambda plugs. This paper describes the DFBX boxes and their function of delivering current and instrumentation signals to the magnets. (2 refs).

  12. 空间曲梁单边悬索桥圆弧形钢箱梁的安装%Installation of Circular Arc Steel Box Girder for Space Curved Beam Unilateral Suspension Bridge

    Institute of Scientific and Technical Information of China (English)

    王星; 阮再兴

    2015-01-01

    以上海国际旅游度假区空间曲梁单边悬索桥的圆弧形钢箱梁现场安装工艺为背景,对施工技术要素进行分析,阐述了圆弧形钢箱梁安装施工的特点和难点.通过采取临时支架法和钢箱梁分节段吊装等施工措施,为圆弧形钢箱梁的现场顺利施工提供了技术保证.

  13. 预应力混凝土弧形底宽箱梁受力及构造特点研究%Study of the Stress of Arc Bottom & Broad Box Girder of Prestressed Concrete & Structure Characteristics

    Institute of Scientific and Technical Information of China (English)

    沈桂平

    2007-01-01

    通过空间及平面有限元计算分析,研究了弧形底箱梁结构的纵横向受力特点,分析了宽跨比较大的弧形底单箱多室箱梁的构造特点,得出了箱梁纵横向受力的一些规律.这些规律为宽跨比较大的弧形底大箱梁设计提供依据.

  14. Analysis on Transverse Effect of Urban Elevated Bridge with Broad Box Girders of Arc Bottom%城市高架弧形底宽箱梁桥横向效应分析

    Institute of Scientific and Technical Information of China (English)

    陆光闾; 曹中银; 徐科英; 秘志辉

    2004-01-01

    以上海市沪闵路高架道路二期工程弧形底宽箱梁工程为研究对象,以有限元法分析了箱梁断面在自重和外荷载作用下的断面横向效应,分析探讨了墩顶横梁刚度、支承间的横向距离及腹板厚度对横向应力的影响,可供桥梁结构设计参考.

  15. 箱梁水化热和日照辐射温度效应研究%Research on Temperature Effect of Hydration Heat of Box Girder and Solar Radiation

    Institute of Scientific and Technical Information of China (English)

    段辉林

    2013-01-01

    结合某连续刚构桥的施工监控,对箱梁在施工阶段的水化热影响以及运营阶段的日照辐射影响进行了研究.利用ANSYS计算出:受水化热影响,箱梁最大内外温差值达到了63℃;受日照辐射影响,箱梁项板与腹板处产生应力集中,设计时应当引起重视.

  16. Design and Construction of Box Girder Footbridge Combined with Steel and Concrete%钢-混凝土混合箱梁人行天桥的设计与施工

    Institute of Scientific and Technical Information of China (English)

    谢源生; 徐革胜; 解冰

    2002-01-01

    顺德市新德业天桥是一座大跨度钢-预应力混凝土混合箱梁桥.该桥混合梁结合部的设计采用了预应力;钢箱梁外层防锈用钢丝网聚丙烯纤维水泥砂浆做涂装底层;全桥连续及伸缩缝设在梯脚;桥面铺装用氯丁橡胶贴片,减轻了桥梁自重.

  17. Design and Construction of Prestressed Concrete Box-girder Footbridge with Corrugated Steel Webs%波形钢腹板PC箱梁人行桥的设计与施工

    Institute of Scientific and Technical Information of China (English)

    孟文节; 万水

    2006-01-01

    波形钢腹板PC组合箱梁结构恰当地将钢、混凝土结合起来,提高了结构的稳定性、强度及材料的使用效率.该文介绍了我国第1座波形钢腹板PC箱梁桥的设计和施工.

  18. 基于声发射技术的箱型梁大应力区故障模式识别%Faults Pattern Identification of Box Girder Major Stress Zone Based on Acoustic Emission Technique

    Institute of Scientific and Technical Information of China (English)

    邹子维

    2012-01-01

    在介绍了声发射技术的基础上,采用BP神经网络,分别对预置故障的港口起重机典型结构——箱型梁的声发射信号进行分析.选用原始波形特征参数以及它们之间组合派生出的特征参数等9个参数作为神经网络的输入,设计箱型梁大应力区常见五种故障模式:正常、局部表面裂纹、局部深埋裂纹、局部焊缝、对接焊缝为最终识别分类模式.结果表明,该方法可以对以上五种模式的声发射源进行有效识别.

  19. 港口起重机箱型梁模型声发射信号参数分析法研究%Research on Parameter Analysis Method of Acoustic Emission Signal for Crane Box Girder Model in Port

    Institute of Scientific and Technical Information of China (English)

    张希强

    2013-01-01

    Aiming at effective and accurate analyzing acoustic emission signal characteristics , parameter analysis method was adopted.The general parameters include ring count , energy, rise time, pulse continuous time, crest value distribution and matter count , each parameter could offer corresponding information with acoustic emission signal char -acteristics and plays an important role on acoustic emission signal analysis .%利用参数分析法的目的是为了有效准确的分析声发射信号的特性,常用的参数有振铃计数、能量、上升时间、脉冲持续时间、幅值分布、事件计数等。每个参数都可以提供与声发射信号特征相关的信息,在声发射信号分析中有着重要作用。

  20. 砼连续箱梁人行天桥振动特性测试与分析%Vibration characteristics test and analysis on concrete box girder continuous pedestrian bridge

    Institute of Scientific and Technical Information of China (English)

    张冠华; 葛耀君

    2009-01-01

    以某座普通钢筋砼连续箱梁人行天桥为工程背景,通过对其振动特性进行大量实测试验,利用有限元理论对结构整体进行计算,深入分析其大幅度竖向、侧向振动的成因,结合实测数据探讨现行人行桥振动舒适度评价方法所存在的不足之处,评价天桥的舒适程度,为该桥的质量检测与评价提供依据,并提出了人行天桥振动舒适性评价建议.这为今后对该类桥梁的设计、维修加固具有实际参考价值.

  1. 钢箱梁桥面板爆炸冲击响应数值模拟研究%Numerical simulation for response of a steel box girder deck to blast loading

    Institute of Scientific and Technical Information of China (English)

    蒋志刚; 白志海; 严波; 朱新明

    2012-01-01

    大跨度缆索承重桥梁遭受恐怖爆炸袭击的风险比一般桥梁大.运用LS-DYNA非线性有限元软件,研究了箱包炸弹和小轿车炸弹(TNT当量10~500 kg)桥面爆炸冲击作用下缆索承重桥梁钢箱梁正交异性桥面板的塑性变形、开裂与破口及耗能.结果表明:桥面板的主要耗能机制为盖板和加劲肋的塑性变形耗能,占爆炸输入能量的70%以上;加劲肋和横隔板对桥面板破口有约束作用,TNT当量为300~500 kg时,纵桥向破口尺寸小于等于横隔板间距,并小于横桥向破口尺寸.%Large span cable-supported bridges suffer greater risk of terrorful explosion than normal bridges do. The plastic deformation, rupture, tearing and energy dissipation of an orthotropic steel deck under blasting loads of hand-placed bombs and sedan bombs (TNT equivalent 10kg-500kg) were investigated with nonlinear finite element software LS-DYNA. The results showed that the bridge decks main energy dissipation mechanisms are the plastic deformation of cover plates and lengthways stiffeners, and the ratio of plastic deformation energy to explosion energy exceeds 70% ; the rupture of deck is constrained by the stiffeners and diaphragms, the lengths of ruptures in lengthways are not longer than the distance between two diaphragms, and shorter than those in width way while TNT equivalent is from 300kg to 500kg.

  2. 活性粉末混凝土与普通混凝土组合箱梁的受力性能%The Static and Dynamic Properties of Combination Box Girders Composed of Reactive Powder Concrete and Conventioal Concrete

    Institute of Scientific and Technical Information of China (English)

    肖国梁; 高日; 李承根

    2004-01-01

    提出将活性粉末混凝土(Reactive Powder Concrete,以下简称RPC)与普通混凝土组合箱梁应用于实际工程的设计构想,并用有限元的方法分析了该箱梁的静力性能、破坏特征、自振周期以及在列车荷载作用下的动力响应.将分析与试验进行比较,得出该箱梁的性能良好和经济性好的结论.

  3. Research of the Virtual Beam Spacing during Modeling Virtual Beams of Small Box-Girder Bridge%小箱梁桥虚拟横梁建模法中虚横梁间距选取研究

    Institute of Scientific and Technical Information of China (English)

    葛素娟; 李静斌

    2009-01-01

    利用大型有限元通用软件MIDAS对40 m跨小箱梁桥建立实体单元模型和虚拟横梁单元模型,针对不同虚横梁间距模型分别计算了6种荷载工况下的跨中竖向位移,并与实体单元模型跨中竖向位移相比较,得出虚横梁问距为1/10~1/8跨长时,与实体单元的误差最小,建模时依据该结论取虚横梁间距.此结论也可以供其他跨径小箱梁桥建模计算时参考.

  4. 梁格法分析小箱梁桥虚拟横梁刚度模拟%Virtual beam stiffness simulation of grillage method analysis of small box girder bridge

    Institute of Scientific and Technical Information of China (English)

    冯文焕; 苏巨峰

    2013-01-01

    采用梁格法分析小箱梁桥时,为了简便准确的模拟虚拟横梁刚度,根据小箱梁桥的横向构造提出一种分段式模拟虚拟横梁的方法,并以一跨30 m简支小箱梁桥为例,通过与板单元模型计算结果对比,验证了这种方法的有效性和准确性.

  5. Design and construction of form for 70m box girder of Donghai Bridge%东海大桥非通航孔70 m箱梁模板设计与施工

    Institute of Scientific and Technical Information of China (English)

    黄少文; 沈阳云

    2005-01-01

    东海大桥非通航孔70 m箱梁在预制场整体预制,模板设计采用美国SYMONS公司先进的设计理念.介绍了70 m箱梁模板的底模、外模和内模的结构和布置,并对外模和内模的安装和拆除步骤作了详细说明.

  6. 移动支架造桥机箱梁节段拼装施工技术%Construction technology of box-girder segment bricolage of traversing carriage bridge fabrication machine

    Institute of Scientific and Technical Information of China (English)

    杨江朋

    2009-01-01

    结合赣龙铁路16标段森坑一号大桥采用ZQJ-32/56移动支架造桥机施工实例,介绍了箱梁节段拼装法的施工特点,施工技术以及控制措施等,为桥梁建设提供了一种很好的施工方法.

  7. 铁路混凝土箱形梁现场蒸汽养生工艺探讨%Exploring on in-situ vacuum curing technology for railway concrete box girder

    Institute of Scientific and Technical Information of China (English)

    王春芝; 朱英磊; 朱尔玉

    2006-01-01

    为适应高速铁路的发展,工程界常采用蒸汽养生以加快混凝土的硬化,缩短养护时程.文章介绍高速铁路混凝土箱形梁现场蒸汽养生的关键技术,例如养护流程、养护包围物、蒸汽管线和锅炉配置等,以供参考.

  8. Research on High Speed Maglev Transrapid Girder-on-Bridge System%高速磁浮桥上梁轨道系统方案研究

    Institute of Scientific and Technical Information of China (English)

    成广伟

    2012-01-01

    针对高速磁浮交通新项目前期选线中主要采用的高架线路方案开展了相关工程化应用研究,并介绍了针对高速磁浮高架线路轨道系统方案的优化研究进展.研究立足于优化磁浮系统布置、提高安全疏散效率、节约用地、提高环境保护水平等原则,明确了桥上梁轨道系统方案及相关系统设备布置,提出了结合桥上梁形式的安全疏散逃生方案.通过动模型试验与有限元仿真分析方法,研究了磁浮列车通过桥上梁结构时的空气动力学性能,表明磁浮列车的高速通过空气动力学性能符合要求;结合上海磁浮示范线进行了桥上梁方案的在线模拟展示和降噪性能测试,结果表明,结合声屏障,可将磁浮列车高速气动噪声降低最高13 dB(A).研究结论在相关工程方案中得到了应用,可为类似高速交通系统工程提供参考.%The construction application study on the elevated structure proposed in the new high speed rnaglev transportation line and the advances on the high speed maglev transrapid girder-on-bridge system are introduced in this paper. New practical elevated guideway system is designed based on the principles of optimization of the maglev system arrangement, high escape efficiency, economic use of land and better environment protection, etc. One new guideway system type is provided together with the system arrangement, and one new escape system is provided which can be used in the girder on bridge maglev system. With model test and simulation analysis, the aerodynamic effect of this structure when maglev trains passing was examined, and the test results show that the aerodynamic effect when maglev vehicle passing by is acceptable. This girder on bridge system was presented on the Shanghai maglev demonstration line, and the noise reduction effect was tested. Test results show that noise can be reduced to 13 dB( A) with the barrier screen fixed. Conclusions introduced in this paper

  9. Sodium bicarbonate ingestion and boxing performance.

    Science.gov (United States)

    Siegler, Jason C; Hirscher, Kristian

    2010-01-01

    Boxing is a sport that consists of multiple high-intensity bouts separated by minimal recovery time and may benefit from a pre-exercise alkalotic state. The purpose of this study was to observe the ergogenic potential of sodium bicarbonate (NaHCO3) ingestion on boxing performance. Ten amateur boxers volunteered to participate in 2 competitive sparring bouts. The boxers were prematched for weight and boxing ability and consumed either 0.3 g.kg(-1) body weight (BW) of NaHCO3 (BICARB) or 0.045 g.kg(-1) BW of NaCl placebo (PLAC) mixed in diluted low calorie-flavored cordial. The sparring bouts consisted of four 3-minute rounds, each separated by 1-minute seated recovery. Blood acid-base (pH, bicarbonate [HCO3(-)], base excess [BE]), and performance (rates of perceived exertion [RPE], heart rate [HR] [HR(ave) and HR(max)], total punches landed successfully) profiles were analyzed before (where applicable) and after sparring. The results indicated a significant interaction effect for HCO3(-) (p < or = 0.001) and BE (p < 0.001), but not for pH (p = 0.48). Post hoc analysis revealed higher presparring HCO3(-) and BE for the BICARB condition, but no differences between the BICARB and PLAC conditions postsparring. There was a significant increase in punches landed during the BICARB condition (p < 0.001); however, no significant interaction effects for HRave (p = 0.15), HRmax (p = 0.32), or RPE (p = 0.38). The metabolic alkalosis induced by the NaHCO3 loading elevated before and after sparring blood buffering capacity. In practical application, the findings suggest that a standard NaHCO3 loading dose (0.3 g.kg(-1)) improves punch efficacy during 4 rounds of sparring performance.

  10. Experimental Study on Stability of Breakwaters with Penetrating Box Foundations

    Institute of Scientific and Technical Information of China (English)

    别社安; 李伟; 李增志; 任增金; 及春宁

    2003-01-01

    The breakwater with top-sealed, shallow and wide penetrating box foundations is a new type of structure, applicable to deep water and soft seabed. The relations of horizontal and vertical bearing capacities of the box foundation structure as well as the instability-induced failure modes to its dimensions and external loads are discussed through static model tests and wave tests. The mechanical properties of the stability of the box foundation are similar to those of embedded rigid foundations, i.e. the vertical stresses at the bottom of the box are distributed in a linear pattern under the action of vertical loads, and passive and active soil pressures are developed at the front and back sides of the box under the action of horizontal loads; there are two instability-induced failure modes of the foundation structure-horizontal slide along the box base and tilting due to insufficient local vertical bearing capacity of the soil beneath the box base. The stability of box foundations can be analyzed by use of the methods applied to analysis of the embedded rigid foundations. To increase the width of the box is the most effective way to improve the stability of box foundations.

  11. Smart Distribution Boxes, Complete Energy Management

    Energy Technology Data Exchange (ETDEWEB)

    Platise, Uros

    2010-09-15

    Present households demand side management implementations are turning conventional appliances into smart ones to support auto demand (AutoDR) response function. Present concept features a direct link between the power meters and appliances. In this paper new concept and example of implementation of a so-called Smart Distribution Box (SmartDB) is represented for complete energy and power management. SmartDBs, as an intermediate layer, are extending smart grid power meter functionality to support AutoDR with fast and guaranteed response times, distributed power sources, and besides provide full control over energy management and extra safety functions to the consumers.

  12. CASAS: A Smart Home in a Box

    OpenAIRE

    Cook, Diane J.; Crandall, Aaron S.; Thomas, Brian L.; Krishnan, Narayanan C.

    2012-01-01

    While the potential benefits of smart home technology are widely recognized, a lightweight design is needed for the benefits to be realized at a large scale. We introduce the CASAS “smart home in a box”, a lightweight smart home design that is easy to install and provides smart home capabilities out of the box with no customization or training. We discuss types of data analysis that have been performed by the CASAS group and can be pursued in the future by using this approach to designing and...

  13. Box model for channels of human migration

    CERN Document Server

    Vitanov, Nikolay K

    2016-01-01

    We discuss a mathematical model of migration channel based on the truncated Waring distribution. The truncated Waring distribution is obtained for a more general model of motion of substance through a channel containing finite number of boxes. The model is applied then for case of migrants moving through a channel consisting of finite number of countries or cities. The number of migrants in the channel strongly depends on the number of migrants that enter the channel through the country of entrance. It is shown that if the final destination country is very popular then large percentage of migrants may concentrate there.

  14. Determinants of Box Products of Paths

    CERN Document Server

    Pragel, Daniel

    2011-01-01

    Suppose that G is the graph obtained by taking the box product of a path of length n and a path of length m. Let M be the adjacency matrix of G. If n=m, H.M. Rara showed in 1996 that det(M)=0. We extend this result to allow n and m to be any positive integers, and show that, if gcd(n+1,m+1)>1, then det(M)=0; otherwise, if gcd(n+1,m+1)=1, then det(M)=(-1)^(nm/2).

  15. LHC Crab Cavity Coupler Test Boxes

    CERN Document Server

    Mitchell, James; Burt, Graeme; Calaga, Rama; Macpherson, Alick; Montesinos, Eric; Silva, Subashini; Tutte, Adam; Xiao, Binping

    2016-01-01

    The LHC double quarter wave (DQW) crab cavities have two different types of Higher Order Mode (HOM) couplers in addition to a fundamental power coupler (FPC). The FPC requires conditioning, so to achieve this we have designed a radio-frequency (RF) quarter wave resonator to provide high transmission between two opposing FPCs. For the HOM couplers we must ensure that the stop-band filter is positioned at the cavity frequency and that peak transmission occurs at the same frequencies as the strongest HOMs. We have designed two test boxes which preserve the cavity spectral response in order to test the couplers.

  16. An Architectural Alternative to the Big Box

    OpenAIRE

    Fowler, Kristen Faye

    2008-01-01

    Wal-Mart has plans to open a store in the town of Blacksburg, Virginia. The fact that there is already a Wal-Mart store, in the town of Christiansburg, just four miles away from the proposed location makes this idea ridiculous for some. A large group of Blacksburg residents are opposed to the idea of a Wal-Mart in their town. The usual complaints are about how it will affect small businesses and traffic. The core concept of the â big boxâ store is not the problem. The idea of being abl...

  17. Keller-box method and its application

    CERN Document Server

    Prasad, Kerehalli V

    2014-01-01

    Most of the problems arising in science and engineering are nonlinear. They are inherently difficult to solve. Traditional analytical approximations are valid only for weakly nonlinear problems, and often break down for problems with strong nonlinearity. This book presents the current theoretical developments and applications of Keller-Box method to nonlinear problems. The first half of the bookaddresses basic concepts to understand the theoretical framework for the method. In the second half of the book, the authorsgive a number of examples of coupled nonlinear problems that have been solved

  18. Reconciling White-Box and Black-Box Perspectives on Behavioral Self-adaptation

    DEFF Research Database (Denmark)

    Bruni, Roberto; Corradini, Andrea; Gadducci, Fabio;

    2015-01-01

    This paper proposes to reconcile two perspectives on behavioral adaptation commonly taken at different stages of the engineering of autonomic computing systems. Requirements engineering activities often take a black-box perspective: A system is considered to be adaptive with respect to an environ...

  19. Teaching Outside the Box: ARL Librarians' Integration of the "One- Box" into Student Instruction

    Science.gov (United States)

    Kulp, Christina; McCain, Cheryl; Scrivener, Laurie

    2014-01-01

    This article reports the results of a survey that targeted reference and instruction librarians who work at libraries that are members of the Asso- ciation of Research Libraries (ARL). Respondents were asked to indicate whether or not they teach students to use the one-box tool, and why or why not. Based on the responses of the 352 librarians who…

  20. Experiment study on fatigue behavior of composite girders with steel plate-concrete composite bridge decks%带钢板-混凝土组合桥面板的组合梁疲劳性能试验研究

    Institute of Scientific and Technical Information of China (English)

    杨勇; 周现伟; 薛建阳; 霍旭东

    2012-01-01

    In order to study the fatigue behaviour of the steel plate-concrete composite-deck composite girders under the fatigue load, constant-amplitude fatigue tests of six specimens of the steel plate-concrete composite-deck composite beam were carried out and static loading experiments of two specimens were conducted. The influence of the main factors including the upper and lower limits of fatigue load and the stress amplitude on the failure modes and the fatigue damage extent of composite girders under fatigue load were focused on. The dynamic deflection, strains of concrete and steel plates, strains of steel beam, residual deflection and residual bearing capacity were measured and analyzed. From the tests results, the fatigue life-spans of the composite girders specimens were directly related with their stress amplitudes, but the upper and lower limits of fatigue load had little effect. With regard to the fatigue failure modes of the composite girders specimens, positive moment composite girders were all failed due to collapse of the steel beam and crush of concrete of compressive zone, but not to the negative moment of composite girders, as a result of steel-beam buckling under static tests after fatigue tests. This paper were very helpful for this type of compsite girders design.%为研究带钢板-混凝土组合桥面板的组合梁在疲劳荷载下的受力性能,对2个试件进行静力试验研究,并对6个试件进行等幅疲劳试验研究。疲劳试验试件按承受正弯矩和承受负弯矩两组类型试件分别考虑,在各组试件中均主要考察疲劳荷载上、下限值及疲劳荷载幅值等因素对带钢板-混凝土组合桥面板组合梁的疲劳破坏模式及疲劳累积损伤的影响。疲劳试验过程中对组合梁试件在各主要循环加载次数下的动挠度、残余挠度、混凝土应变、底部钢板应变、试件钢梁应变及试件受弯刚度进行试验测量和分析。疲劳试验结果表明:正

  1. Hairy Black Holes in a Box

    CERN Document Server

    Basu, Pallab; Subramanian, P N Bala

    2016-01-01

    We do a systematic study of the phases of gravity coupled to an electromagnetic field and charged scalar in flat space, with box boundary conditions. The scalar-less box has previously been investigated by Braden, Brown, Whiting and York (and others) before AdS/CFT and we elaborate and extend their results in a language more familiar from holography. The phase diagram of the system is analogous to that of AdS black holes, but we emphasize the differences and explain their origin. Once the scalar is added, we show that the system admits both boson stars as well as hairy black holes as solutions, providing yet another way to evade flat space no-hair theorems. Furthermore both these solutions can exist as stable phases in regions of the phase diagram. The final picture of the phases that emerges is strikingly similar to that found recently for holographic superconductors in global AdS, arXiv: 1602.07211. Our construction lays bare certain previously unnoticed subtleties associated to the definition quasi-local c...

  2. Research of intelligent bus coin box

    Science.gov (United States)

    Xin, Shihao

    2017-03-01

    In the energy-saving emission reduction of the social context, in response to low-carbon travel, buses become the majority of people choose. We have designed this sorting machine for the present situation that the bus company has received a large amount of mixed zero coins and employed a large amount of manpower to sort out and lower the efficiency. Its function is to separate the coins and notes mixed, and the coins sort storage, the display shows the value of the received coins, so that the whole mechanized inventory classification, reduce the cost of clearing up and improve the efficiency of zero cash recycling, use Simple mechanical principles for classification, to be efficient, accurate and practical. Really meet the current city bus companies, commerce and banking and other industries in order to zero notes, zero coins in the actual demand. The size and specification of this machine are designed according to the size of the bus coin box. It is suitable for almost all buses. It can be installed in the coin box directly, real-time sorting and real-time counting. The difficulty of clearing change.

  3. The Ion Wakefield Inside a Glass Box

    Science.gov (United States)

    Chen, Mudi; Matthews, Lorin; Hyde, Truell

    2016-10-01

    The formation of an ion wakefield downstream of dust particles in a complex plasma sheath has long been understood to have strong implications on their structure, stability and dynamics . The presence of the ion wake introduces interesting phenomena such as charge reduction on downstream particles and asymmetric interaction forces between upstream and downstream particles. Many of the self-ordered dust particle structures observed in complex plasma experiments are the result of the combination of the ion-wakefield and the external confinement; unfortunately, few experimental measurements isolating the effect of the wakefield have been conducted. In this experiment, 1-D dust particle structures (i.e., vertically aligned particle chains) are formed in a GEC RF reference cell within a glass box sitting on the powered lower electrode. A diode pumped, solid-state laser is used to perturb individual particles within the particle chain, allowing a map of the ion wakefield inside the glass box to be generated. The implications of these results will be discussed. NSF / DOE funding is gratefully acknowledged - PHY1414523 & PHY1262031.

  4. Injuries in competitive boxing. A prospective study.

    Science.gov (United States)

    Siewe, J; Rudat, J; Zarghooni, K; Sobottke, R; Eysel, P; Herren, C; Knöll, P; Illgner, U; Michael, J

    2015-03-01

    Boxing remains a subject of controversy and is often classified as dangerous. But the discussion is based mostly on retrospective studies. This survey was conducted as a prospective study. From October 2012 to September 2013, 44 competitive boxers were asked to report their injuries once a month. The questionnaire collected general information (training, competition) and recorded the number of bouts fought, injuries and resulting lost days. A total of 192 injuries were recorded, 133 of which resulted in interruption of training or competition. Each boxer sustained 3 injuries per year on average. The injury rate was 12.8 injuries per 1 000 h of training. Boxers fighting more than 3 bouts per year sustain more injuries (p=0.0075). The injury rate does is not a function of age (age≤19 vs. > 19a, p=0.53). Injuries to the head and the upper limbs occur most frequently. The most common injuries are soft tissue lacerations and contusions. Head injuries with neurological symptoms rarely occur (4.2%). Boxing has a high injury rate that is comparable with other contact sports, but most injuries are minor. Injury frequency is not a function of whether the boxer competes in the junior or adult category. Athletes fighting many bouts per year have a greater risk of injury.

  5. Roles of F-box Proteins in Plant Hormone Responses

    Institute of Scientific and Technical Information of China (English)

    Haichuan YU; Jiao WU; Nanfei XU; Ming PENG

    2007-01-01

    The F-box protein is an important component of the E3 ubiquitin ligase Skpl-Cullin-F-box protein complex. It binds specific substrates for ubiquitin-mediated proteolysis. The F-box proteins contain a signature F-box motif at their amino-terminus and some protein-protein interaction motifs at their carboxyterminus, such as Trp-Asp repeats or leucine rich repeats. Many F-box proteins have been identified to be involved in plant hormone response as receptors or important medial components. These breakthrough findings shed light on our current understanding of the structure and function of the various F-box proteins,their related plant hormone signaling pathways, and their roles in regulating plant development.

  6. 46 CFR 78.47-10 - Manual alarm boxes.

    Science.gov (United States)

    2010-10-01

    ... 46 Shipping 3 2010-10-01 2010-10-01 false Manual alarm boxes. 78.47-10 Section 78.47-10 Shipping... and Emergency Equipment, Etc. § 78.47-10 Manual alarm boxes. (a) In all new installations, manual... at least 1/2 inch letters “IN CASE OF FIRE BREAK GLASS.” All manual alarm boxes shall be numbered...

  7. [Boxing-related cranial injury in children: a case report].

    Science.gov (United States)

    Timsit, S; Rougeau, T; Grevent, D; Chéron, G

    2012-11-01

    No pediatric recommendations exist in France on the exercise of boxing by children and adolescents despite the risk of traumatic injury, sometimes serious. We report the case of a 15-year-old boy who participated in amateur boxing and had a subdural hematoma. Brain injuries and concussions are frequent and multiple. Severity is not always correlated with the intensity of the blows. There are age-related features. Several international medical organizations oppose boxing for children and adolescents.

  8. Average of Distribution and Remarks on Box-Splines

    Institute of Scientific and Technical Information of China (English)

    LI Yue-sheng

    2001-01-01

    A class of generalized moving average operators is introduced, and the integral representations of an average function are provided. It has been shown that the average of Dirac δ-distribution is just the well known box-spline. Some remarks on box-splines, such as their smoothness and the corresponding partition of unity, are made. The factorization of average operators is derived. Then, the subdivision algorithm for efficient computing of box-splines and their linear combinations follows.

  9. 斜拉桥主梁应变监测分析%Girder Strain Analysis of a Cable-stayed Bridge

    Institute of Scientific and Technical Information of China (English)

    邵平

    2012-01-01

    The health monitoring system of the bridge maintenance management is an important means to ensure the safety operation. To grasp the working condition, strain analysis is necessary. With practical engineering of a bridge in Xinmi, appling finite-element analysis software of MIDAS/Civil to establish the space model, we analysis the stress of the girder in the construction stage and compare the academic value and the practical value. The conclusion will provide a reference to the same bridges.%基于健康监测系统的桥梁养护管理是保证其安全运营的重要手段.而对监测数据进行分析以把握结构的工作状态是一个必须环节.结合新密某桥梁的工程实践,运用有限元软件建立主梁有限元空间模型,模拟分析施工阶段主梁应力,并对应力理论值和实测值进行对比与分析.结论将为同类桥梁应力监测提供参考.

  10. The Layout Optimization of Main and Secondary Girder Floor System%主次梁楼盖体系的布置优化

    Institute of Scientific and Technical Information of China (English)

    楼世雄; 朱杰江; 张磊

    2016-01-01

    In this paper, the layout of main and secondary girder roof system has been optimized by the composition of the floor optimization program.The structure model and internal force analysis are made by calling ETABS software, the optimization for the secondary beam number, the section size of main and secondary beam and the floor thickness is made by LINGO software, which are both under the Visual Basic (.NET 4.0) plat-form, and through this program, the optimal floor layout is achieved.%编制楼盖优化程序,对主次梁楼盖体系进行布置优化。在Visual Basic (.NET 4.0)平台下调用ETABS进行建模和内力分析,调用LINGO优化求解器对次梁数量、主次梁截面尺寸以及楼板厚度进行优化,得到楼盖最优布置。

  11. Live-Load Testing Application Using a Wireless Sensor System and Finite-Element Model Analysis of an Integral Abutment Concrete Girder Bridge

    Directory of Open Access Journals (Sweden)

    Robert W. Fausett

    2014-01-01

    Full Text Available As part of an investigation on the performance of integral abutment bridges, a single-span, integral abutment, prestressed concrete girder bridge near Perry, Utah was instrumented for live-load testing. The live-load test included driving trucks at 2.24 m/s (5 mph along predetermined load paths and measuring the corresponding strain and deflection. The measured data was used to validate a finite-element model (FEM of the bridge. The model showed that the integral abutments were behaving as 94% of a fixed-fixed support. Live-load distribution factors were obtained using this validated model and compared to those calculated in accordance to recommended procedures provided in the AASHTO LRFD Bridge Design Specifications (2010. The results indicated that if the bridge was considered simply supported, the AASHTO LRFD Specification distribution factors were conservative (in comparison to the FEM results. These conservative distribution factors, along with the initial simply supported design assumption resulted in a very conservative bridge design. In addition, a parametric study was conducted by modifying various bridge properties of the validated bridge model, one at a time, in order to investigate the influence that individual changes in span length, deck thickness, edge distance, skew, and fixity had on live-load distribution. The results showed that the bridge properties with the largest influence on bridge live-load distribution were fixity, skew, and changes in edge distance.

  12. Design Research: Six Views in a Box

    DEFF Research Database (Denmark)

    2011-01-01

    professional organizations in a user-driven approach to explore and learn what it means to identify and admit that a person has Alzheimer’s. Apart from making contributions to the common box, the students have written reports in which they reflect on their work both in relation to the design research process...... and close relations, and professional caretakers. Alzheimer's destroys brain cells, causing memory loss and problems with thinking and behavior severe enough to affect work, lifelong hobbies and social life. As Alzheimer’s is a fatal disease that affects many people, there is a strong interest in finding...... ways to better understand the consequences of the disease, spread the knowledge to more people and diagnosis the disease as soon as possible. The class was partly sponsored by Johnson & Johnson, an international pharmaceutical company. The students also collaborated with the Danish Alzheimer...

  13. Choreographies with Secure Boxes and Compromised Principals

    DEFF Research Database (Denmark)

    Carbone, Marco; Guttman, Joshua

    2009-01-01

      We equip choreography-level session descriptions with a simple abstraction of a security infrastruc- ture. Message components may be enclosed within (possibly nested) ”boxes” annotated with the intended source and destination of those components. The boxes are to be implemented with cryp......- tography. Strand spaces provide a semantics for these choreographies, in which some roles may be played by compromised principals. A skeleton is a partially ordered structure containing local behaviors (strands) executed by regular (non-compromised) principals. A skeleton is realized if it contains enough...... it embeds. Second, if no step is possible from a skeleton A, then A is DG realized. Finally, if a DG realized A′ is accessible from A, then A′ is minimal. Thus, the transition system provides a systematic way to construct the possible behaviors of the choreography, in the presence of compromised principals.  ...

  14. Counting Closed String States in a Box

    CERN Document Server

    Meana, M L; Peñalba, J P; Meana, Marco Laucelli; Peñalba, Jesús Puente

    1997-01-01

    The computation of the microcanonical density of states for a string gas in a finite volume needs a one by one count because of the discrete nature of the spectrum. We present a way to do it using geometrical arguments in phase space. We take advantage of this result in order to obtain the thermodynamical magnitudes of the system. We show that the results for an open universe exactly coincide with the infinite volume limit of the expression obtained for the gas in a box. For any finite volume the Hagedorn temperature is a maximum one, and the specific heat is always positive. We also present a definition of pressure compatible with R-duality seen as an exact symmetry, which allows us to make a study on the physical phase space of the system. Besides a maximum temperature the gas presents an asymptotic pressure.

  15. Nondestructive boxed transuranic (TRU) waste assay systems

    Science.gov (United States)

    Caldwell, John T.; Jones, Stephanie A.; Lucero, Randy F.

    1999-01-01

    A brief history of boxed waste assay systems (primarily those developed at Los Alamos National Laboratory) is presented. The characteristics and design process involved with current generation systems--as practiced by BII--are also discussed in some detail. Finally, a specific boxed waste assay system and acceptance test results are presented. This system was developed by BII and installed at the Waste Receiving and Packaging (WRAP) facility in Hanford, Washington in early 1997. The WRAP system combines imaging passive/active neutron (IPAN) techniques with gamma- ray energy analysis (GEA) to assay crates up to 2.5 m X 2.5 m X 6.5 m in size. (Systems that incorporate both these methodologies are usually denoted IPAN/GEA types.) Two separate gamma-ray measurements are accomplished utilizing 16 arrayed NaI detectors and a moveable HPGe detector, while 3He detectors acquire both active and passive neutron data. These neutron measurements use BII's proprietary imaging methodology. Acceptance testing of the system was conducted at Hanford in January 1998. The system's operating performance was evaluated based on accuracy and sensitivity requirements for three different matrix types. Test results indicate an average 13% active mode accuracy for 10 nCi/g loadings of Pu waste and 5% passive mode accuracy for 10 g loadings of Pu waste. Sensitivity testing demonstrated an active mode lower limit of detection of less than 5 nCi/g of 239Pu for the medium matrix and less than 20 pCi/g of fission and activation products at 3(sigma) above background.

  16. Chironex fleckeri (Box Jellyfish) Venom Proteins

    Science.gov (United States)

    Brinkman, Diane L.; Konstantakopoulos, Nicki; McInerney, Bernie V.; Mulvenna, Jason; Seymour, Jamie E.; Isbister, Geoffrey K.; Hodgson, Wayne C.

    2014-01-01

    The box jellyfish Chironex fleckeri produces extremely potent and rapid-acting venom that is harmful to humans and lethal to prey. Here, we describe the characterization of two C. fleckeri venom proteins, CfTX-A (∼40 kDa) and CfTX-B (∼42 kDa), which were isolated from C. fleckeri venom using size exclusion chromatography and cation exchange chromatography. Full-length cDNA sequences encoding CfTX-A and -B and a third putative toxin, CfTX-Bt, were subsequently retrieved from a C. fleckeri tentacle cDNA library. Bioinformatic analyses revealed that the new toxins belong to a small family of potent cnidarian pore-forming toxins that includes two other C. fleckeri toxins, CfTX-1 and CfTX-2. Phylogenetic inferences from amino acid sequences of the toxin family grouped CfTX-A, -B, and -Bt in a separate clade from CfTX-1 and -2, suggesting that the C. fleckeri toxins have diversified structurally and functionally during evolution. Comparative bioactivity assays revealed that CfTX-1/2 (25 μg kg−1) caused profound effects on the cardiovascular system of anesthetized rats, whereas CfTX-A/B elicited only minor effects at the same dose. Conversely, the hemolytic activity of CfTX-A/B (HU50 = 5 ng ml−1) was at least 30 times greater than that of CfTX-1/2. Structural homology between the cubozoan toxins and insecticidal three-domain Cry toxins (δ-endotoxins) suggests that the toxins have a similar pore-forming mechanism of action involving α-helices of the N-terminal domain, whereas structural diversification among toxin members may modulate target specificity. Expansion of the cnidarian toxin family therefore provides new insights into the evolutionary diversification of box jellyfish toxins from a structural and functional perspective. PMID:24403082

  17. A Comparison of Energy Expenditure During "Wii Boxing" Versus Heavy Bag Boxing in Young Adults.

    Science.gov (United States)

    Perusek, Kristen; Sparks, Kenneth; Little, Kathleen; Motley, Mary; Patterson, Sheila; Wieand, Jennifer

    2014-02-01

    Traditional computer videogames are sedentary, whereas new computer videogames, such as the Nintendo(®) (Redmond, WA) "Wii™ Sports" games, allow users to physically interact while playing the sport. Energy expenditure (EE), heart rate (HR), and rating of perceived exertion (RPE) during heavy bag boxing versus the Nintendo "Wii Boxing" game were compared. Fifteen males and 14 females (mean age, 25.6 years; height, 171.3 cm; weight, 71.8 kg) randomly selected (by a coin toss) heavy bag boxing or "Wii Boxing" for their first test session and completed the other protocol at their second session at least 2 days later. Each session lasted for a total duration of 30 minutes and consisted of 10 3-minute exercise bouts with measurements of HR, RPE, and EE obtained from indirect calorimetry. A paired-samples t test was used to analyze the results. Significant differences were found for HR (bag, 156 beats per minute; Wii, 138 beats per minute; P=0.001) and RPE (bag, 13.8; Wii, 11.4; P=0.0001) but not for EE (bag, 8.0 kcal/minute; Wii, 7.1 kcal/minute; bag, 241 total kcal; Wii, 213 total kcal; P=0.078). The results suggest that computer active videogames, such as the Nintendo Wii, have the potential to provide similar EE as their traditional forms of exercise and may be a sufficient replacement for traditional target HR zone activities, especially in less fit individuals. Further research is needed to compare EE for different "Wii Sports" games with those for their traditional forms of exercise.

  18. 49 CFR 215.107 - Defective plain bearing box: General.

    Science.gov (United States)

    2010-10-01

    ... ADMINISTRATION, DEPARTMENT OF TRANSPORTATION RAILROAD FREIGHT CAR SAFETY STANDARDS Freight Car Components Suspension System § 215.107 Defective plain bearing box: General. A railroad may not place or continue in service a car, if the car has— (a) A plain bearing box that does not contain visible free oil; (b) A...

  19. Dream Box Learning. What Works Clearinghouse Intervention Report

    Science.gov (United States)

    What Works Clearinghouse, 2013

    2013-01-01

    "DreamBox Learning" is a supplemental online mathematics program that provides adaptive instruction for students in grades K-5 and focuses on number and operations, place value, and number sense. The What Works Clearinghouse (WWC) identified one study of "DreamBox Learning" that both falls within the scope of the Elementary…

  20. Faster Black-Box Algorithms Through Higher Arity Operators

    DEFF Research Database (Denmark)

    Doerr, Benjamin; Johannsen, Daniel; Kötzing, Timo

    2011-01-01

    We extend the work of Lehre and Witt (GECCO 2010) on the unbiased black-box model by considering higher arity variation operators. In particular, we show that already for binary operators the black-box complexity of LeadingOnes drops from (n2) for unary operators to O(n log n). For OneMax, the (n...

  1. Empty Tissue Boxes: Considering Poverty in Diversity Discourse

    Science.gov (United States)

    Cuthrell, Kristen; Ledford, Carolyn; Stapleton, Joy

    2007-01-01

    A preservice teacher doing her internship overhears some of her students asking a classmate why he regularly takes home empty tissue boxes. The boy replies that he builds cities and bridges with his empty boxes. His classmates then ask why he does not just build a city with Legos or building blocks. The preservice teacher listens intently as the…

  2. Olympic Sports(ⅩⅣ):Boxing

    Institute of Scientific and Technical Information of China (English)

    姜全红

    2004-01-01

    Boxing has a long sporting history.The earliest evidence of boxing is found in Egypt around 3000 B.C.The sport was introduced to the Olympic Games by the Greeks in the late 7th century B.C.. Greek boxers used thongs of soft leather to bind their hands

  3. Validating SimpleBox-Computed Steady-State Concentration Ratios

    NARCIS (Netherlands)

    Bakker J; Brandes LJ; Hollander HA den; Meent D van de; Struijs J; SEC; IMP; LER

    2004-01-01

    The validity of the multi-media model SimpleBox version 2.0 with respect to its specific use in the procedure of testing the coherence of independently derived environmental quality objectives is evaluated. The SimpleBox procedure for testing the coherence of environmental quality objectives has bee

  4. Getting started with Oracle VM VirtualBox

    CERN Document Server

    Dash, Pradyumna

    2013-01-01

    A step-by-step guide that will show you how to install, configure, and manage VirtualBox.This book is for system administrators, technical architects, and virtualization enthusiasts who want to learn how to set up a virtual machine. Knowledge of the Linux environment is expected. Prior experience with VirtualBox or knowledge of virtualization is not required.

  5. Effect of auricular acupuncture on oxygen consumption of boxing athletes

    Institute of Scientific and Technical Information of China (English)

    LIN Zen-Pin; WANG Chung-Yuan; JANO Tsong-Rong; MA Tso-chiang; CHIA Fan; LIN Jaung-Geng; HSU Jen-Jeng; HO Tsung-Jung

    2009-01-01

    @@ Boxing is an official sport at the 2008 Beijing Olympic Games and the fast development of world-class high strength training and sport science has made a significant impact on scientific training. Boxing needs high cardio-respiratory function, speed, muscle strength, and anaerobic and intensive physical demands including weight control covering the grading of athlete's.

  6. Wooden Box Pallet MIL-STD-1660 Tests.

    Science.gov (United States)

    1992-12-01

    Division (SMCAC-DES), to test a wooden box pallet. This report contains the procedures, results, and recommendations from the MIL- STD -1660 tests...conducted. As tested, the wooden box pallet passed MIL- STD -1660, Design Criteria for Ammunition Unit Loads, tests.

  7. Immunohistochemical evidence for multiple photosystems in box jellyfish

    DEFF Research Database (Denmark)

    Ekström, Peter; Garm, Anders Lydik; Pålsson, Jonas;

    2008-01-01

    data demonstrate that the lens eyes of box jellyfish utilize a single opsin and are thus color-blind, and that there is probably a different photopigment in the pigment cup eyes. The results support our hypothesis that the lens eyes and the pigment cup eyes of box jellyfish are involved in different...

  8. Software sensors based on the grey-box modelling approach

    DEFF Research Database (Denmark)

    Carstensen, J.; Harremoës, P.; Strube, Rune

    1996-01-01

    In recent years the grey-box modelling approach has been applied to wastewater transportation and treatment Grey-box models are characterized by the combination of deterministic and stochastic terms to form a model where all the parameters are statistically identifiable from the on-line measureme......In recent years the grey-box modelling approach has been applied to wastewater transportation and treatment Grey-box models are characterized by the combination of deterministic and stochastic terms to form a model where all the parameters are statistically identifiable from the on......-line measurements. With respect to the development of software sensors, the grey-box models possess two important features. Firstly, the on-line measurements can be filtered according to the grey-box model in order to remove noise deriving from the measuring equipment and controlling devices. Secondly, the grey......-box model for the specific dynamics is identified. Similarly, an on-line software sensor for detecting the occurrence of backwater phenomena can be developed by comparing the dynamics of a flow measurement with a nearby level measurement. For treatment plants it is found that grey-box models applied to on...

  9. Using Willie's Acid-Base Box for Blood Gas Analysis

    Science.gov (United States)

    Dietz, John R.

    2011-01-01

    In this article, the author describes a method developed by Dr. William T. Lipscomb for teaching blood gas analysis of acid-base status and provides three examples using Willie's acid-base box. Willie's acid-base box is constructed using three of the parameters of standard arterial blood gas analysis: (1) pH; (2) bicarbonate; and (3) CO[subscript…

  10. Natural Interaction Based Online Military Boxing Learning System

    Science.gov (United States)

    Yang, Chenglei; Wang, Lu; Sun, Bing; Yin, Xu; Wang, Xiaoting; Liu, Li; Lu, Lin

    2013-01-01

    Military boxing, a kind of Chinese martial arts, is widespread and health beneficial. In this paper, the authors introduce a military boxing learning system realized by 3D motion capture, Web3D and 3D interactive technologies. The interactions with the system are natural and intuitive. Users can observe and learn the details of each action of the…

  11. Optimal Black-Box Secret Sharing over Arbitrary Abelian Groups

    DEFF Research Database (Denmark)

    Cramer, Ronald; Fehr, Serge

    2002-01-01

    . A recent example is secure general multi-party computation over black-box rings. In 1994 Desmedt and Frankel have proposed an elegant approach to the black-box secret sharing problem based in part on polynomial interpolation over cyclotomic number fields. For arbitrary given T t,n with 0

  12. Creative Underachievers: Children Who Are Too out of the Box

    Science.gov (United States)

    Rimm, Sylvia

    2015-01-01

    Educators in the field of gifted education attempt to not only accelerate curriculum for their students, but also to encourage and expand their critical and creative thinking. They often explain this creative approach to students as "out-of-the-box" thinking. "The box" is an effective analogy to help children understand how to…

  13. Boxing It Up-a Cross-curricular Approach.

    Science.gov (United States)

    Till, Wesley

    1996-01-01

    Reports on a class project that examined the manufacture of boxes and packaging to teach about design and technology. The class discovered basic manufacturing techniques by examining and disassembling cereal boxes. Field trips to stores provided more examples. Appraises the children's final projects and discusses acquiring materials. (MJP)

  14. Boxing Up a Mini Herd: Art Put to Pasture.

    Science.gov (United States)

    Zimmerman, Midge

    2002-01-01

    Presents an art project for high school students that was inspired by the 1999 "Cows on Parade" exhibition in Chicago (Illinois). Explains that students used old Gateway computer boxes to create their own cows using the box, scissors, and a hot-glue gun. (CMK)

  15. 30 CFR 18.42 - Explosion-proof distribution boxes.

    Science.gov (United States)

    2010-07-01

    ... 30 Mineral Resources 1 2010-07-01 2010-07-01 false Explosion-proof distribution boxes. 18.42 Section 18.42 Mineral Resources MINE SAFETY AND HEALTH ADMINISTRATION, DEPARTMENT OF LABOR TESTING... and Design Requirements § 18.42 Explosion-proof distribution boxes. (a) A cable passing through...

  16. 30 CFR 18.43 - Explosion-proof splice boxes.

    Science.gov (United States)

    2010-07-01

    ... 30 Mineral Resources 1 2010-07-01 2010-07-01 false Explosion-proof splice boxes. 18.43 Section 18.43 Mineral Resources MINE SAFETY AND HEALTH ADMINISTRATION, DEPARTMENT OF LABOR TESTING, EVALUATION... Design Requirements § 18.43 Explosion-proof splice boxes. Internal connections shall be rigidly held...

  17. Aspect ratio dependence in magnetorotational instability shearing box simulations

    CERN Document Server

    Bodo, G; Cattaneo, F; Rossi, P; Ferrari, A

    2008-01-01

    Aims: We study the changes in the properties of turbulence driven by the magnetorotational instability in a shearing box, as the computational domain size in the radial direction is varied relative to the height Methods: We perform 3D simulations in the shearing box approximation, with a net magnetic flux, and we consider computational domains with different aspect ratios Results: We find that in boxes of aspect ratio unity the transport of angular momentum is strongly intermittent and dominated by channel solutions in agreement with previous work. In contrast, in boxes with larger aspect ratio, the channel solutions and the associated intermittent behavior disappear. Conclusions: There is strong evidence that, as the aspect ratio becomes larger, the characteristics of the solution become aspect ratio independent. We conclude that shearing box calculations with aspect ratio unity or near unity may introduce spurious effects.

  18. Effect of inlet box on performance of axial flow fans

    Institute of Scientific and Technical Information of China (English)

    Jingyin LI; Hua TIAN; Xiaofang YUAN

    2008-01-01

    Numerical investigations on 3D flow fields in an axial flow fan with and without an inlet box have been extensively conducted, focusing on the variation of fan performance caused by the internal flow fields and the velocity evenness at the exit of the inlet box. It is interest-ing to find that although the inlet box is well designed in accordance with basic design principles, there is a flow separation region in it. Furthermore, this flow separation and the resulting uneven velocity distribution at the exit lead to some decrease in the efficiency and an increase in the total pressure rise of the fan. This research shows that the inlet box needs further improvement and such a check on the flow fields is of value for the design of inlet boxes.

  19. Getting started with Citrix VDI-in-a-Box

    CERN Document Server

    Brown, Stuart Arthur

    2013-01-01

    A practical and fast-paced guide that gives you all the information you need to simplify and streamline virtual desktops so you get a production-quality solution while instantly lowering your costs and improving security.Getting Started with Citrix VDI-in-a-Box is great for IT professionals who are new to VDI-in-a-Box and who are looking for a good grounding in the product. You may be planning to research VDI-in-a-Box in more detail, or you may be tasked with researching how VDI-in-a-Box could improve the productivity of your organization. No prior knowledge of VDI-in-a-Box is required, just a

  20. Integrated Box Interrogation System (IBIS) Preliminary Design Study

    CERN Document Server

    Croft, S; Chard-Mj, P; Estop, J R; Martancik, D; Sheila-Melton; Young, B

    2003-01-01

    Canberra Industries has won the tendered solicitation, INEEL/EST-99-00121 for boxed waste Nondestructive Assay Development and Demonstration. Canberra will provide the Integrated Box Interrogation System (IBIS) which is a suite of assay instrumentation and a data reduction system that addresses the measurement needs for Boxed Wastes identified in the solicitation and facilitates the associated experimental program and demonstration of system capability. The IBIS system will consist of the next generation CWAM system, i.e. CWAM II, which is a Scanning Passive/Active Neutron interrogation system which we will call a Box Segmented Neutron Scanner (BSNS), combined with a physically separate Box Segmented Gamma-ray Scanning (BSGS) system. These systems are based on existing hardware designs but will be tailored to the large sample size and enhanced to allow the program to evaluate the following measurement criteria:Characterization and correction for matrix heterogeneity Characterization of non-uniform radio-nucli...

  1. 预应力CFRP板加固钢梁抗弯疲劳试验研究%Experimental Study of Flexural Fatigue Performance of Steel Girder Reinforced by Prestressed CFRP Plate

    Institute of Scientific and Technical Information of China (English)

    叶华文; T. Ummenhofer; 强士中

    2009-01-01

    Bonding Prestressed carbon fiber reinforcement polyester (CFRP) plate is a promising technique to strengthen steel member damaged by fatigue. First, a modification of Paris' equation was used to analyze the crack propagation of the steel member strengthened by CFRP plate. Four-point bending fatigue test of pre-cracked steel girder strengthened with prestressed CFRP plates was also conducted to investigate the flexural fatigue performance of reinforced steel girder. In the end a simplified calculation and design method was also presented to estimate the re-quired prestress preliminary to stop the propagation of fatigue cracks. The result shows that (1) this technique pro-duces a significant increment of fatigue life of steel girder which is more than 10 times compared with that of pre-crack stage; (2) the fatigue lives, which extended from the reinforcement with different pre-crack sizes, differ up to 10 times. The post-tensioning method was applied to prestress the CFRP of steel girder plate successfully and an-chorage system can real-time control the prestress in CFRP plates and the prestress loss is slight.%首先,采用修正的Pairs公式分析粘贴预应力CFRP板加固的钢构件的疲劳裂纹扩展行为.然后通过粘贴CFRP板的预制裂纹钢梁4点弯曲进行疲劳试验研究,最后基于阻止裂纹扩展的角度提出一种初步估计加固所需预应力大小的简化计算和设计方法.结果表明,粘贴预应力CFRP板对钢梁疲劳寿命的影响很大,与预制裂纹阶段比寿命提高最高可达10倍以上.不同的预制裂纹,同样的加固措施效果差别可达10倍.采用后张法施加预应力效果很好,锚固装置可以实时控制有效预应力,且预应力损失很小.

  2. Local contact analysis and improvement measures of continuous steel girder incremental launching%连续钢梁顶推过程局部接触分析及改善措施

    Institute of Scientific and Technical Information of China (English)

    田仲初; 陈耀章; 赵利平; 程永舟

    2012-01-01

    In order to study local force characters of the large span continuous steel tank girder incremental launching, taking a 6× 90 m vertical curve of variable curvature continuous steel girder as the research object, the whole simulation model was set up by the software MIDAS 2006 with "beam remain still and only lower supports reverse move" method. Then based on the analysis re- suits of the whole girder, a "beam-shell-solid-contact" hybrid finite element model was set up with ANSYS APDL and by means of Excel and CAD assistance under the unfavorable condition. The theoretical and measured values show that the steel girder local force meets the requirements at the sliding part, but the angular displacement is too large. According to the actual engineering situation, two effective improvements are suggested to solve a series of problems which are caused by the exaggerated angular displacement, the one is that the steps nose beam is adopted in the first measure, the second measure adopt a combination of steps nose beam, weights and in- creasing the stiffness of part of the steel beam. 6 tabs, 9 figs, 13 refs.%为了研究大跨度连续钢梁顶推的局部受力特性,以6×90m变曲率竖曲线连续钢梁顶推为研究对象,根据梁不动、下部支撑移动的"倒退"方法,采用商用程序MIDAS 2006建立顶推整体有限元模型,并对其进行仿真分析。在此基础上,根据顶推整体仿真计算结果,选取滑道处钢梁最不利工况,借助EXCEL和CAD等辅助工具,运用ANSYS的APDL语言快速建立"梁-壳-实-接触"混合有限元模型。理论和实测值均表明:最不利工况下滑道处钢梁局部受力满足要求,但转角位移过大。结合工程实际情况,提出了2种有效改善措施:第一种采用台阶导梁;第二种采用台阶导梁、压重和增大部分钢梁截面刚度的组合方式。

  3. 叶梁缠绕机张力控制系统建模与设计%Modelling and Design of Tension Control System for Girder Winding Machine

    Institute of Scientific and Technical Information of China (English)

    陈云军; 蒋秀明; 杨公源

    2012-01-01

    Periodic tension disturbances and large tension variations occur in a winding cycle due to the rectangle shape of the section of girder. The location of key parameters which affect tension control accuracy through the establishment of mathematical models for winding and unwinding, combined with application of the predictive control, the identification of system and an dynamic compensation method, plus the adoption of the master/slave control mode which is based on industrial control computer high performance programmable multi-axis controller (PMAC) and tension controller (TO, can effectively solve the problem. The ±4% dynamic tension accuracy of the tension control system has been proven. The work meets the demands of the enterprise, and has yielded obvious economic and social benefits.%缠绕构件叶梁的横截面为矩形,缠绕过程中存在张力波动和切换点处张力突变现象.通过建立缠绕和放卷两大部分的数学模型,找出影响张力变化的几个关键因素,融合预测控制、系统辨识、动态补偿等控制算法,采用计算机+多轴运动控制器+张力控制器(IPC+PMAC+TC)的主从控制模式,有效避免了缠绕过程中切换点处的张力跳变问题.运行状况表明,该系统张力动态控制精度为±4%,满足企业的使用要求,取得了明显的经济效益和社会效益.

  4. U-girder coupling vibration and comfort evaluation of new vehicle-bridge%新型U型梁车桥耦合及舒适性评定

    Institute of Scientific and Technical Information of China (English)

    王彬力; 白光亮

    2011-01-01

    This study aim at exploring the impact on the passenger comfort of dynamic response of U - girder in vehicle - bridge system for urban rail transit. In order to study the impact, a rail vehicle dynamics model with 31 DOFs (degrees of freedom) was established by employing linear rail model. A standard span of 30 m single line U - shaped structure, which is in the elevated section of Chongqing City Metro line Project in the west of Liang hill, was taken as the study object. The analysis of coupling vibration in vehicle - bridge system was calculated by using a self - compiled program and compared with the field test results to show the correctness of the established dynamic model and the self - compiled program. According to ISO2631. UIC513 and GB5595 -85 evaluation standard, the train ride comfort was evaluated. The results show the train ride comfort is good.%为探讨城市轨道交通U型梁车桥系统车桥耦合振动对旅客舒适性的影响,采用线性化轮轨模型建立了31个自由度的车辆动力学模型.以重庆市轨道交通一号线工程中梁山以西高架区间所采用标准跨径为30m的单线小U结构为对象,采用自编程序和通用对机车车辆过桥时的车桥耦合振动进行了分析,参照IS02631.UIC513和GB5595-85评价标准,对列车乘坐舒适性进行了评定,结果表明,列车具有良好的乘坐舒适性.

  5. Memories in Drosophila Heat-box Learning

    Science.gov (United States)

    Putz, Gabriele; Heisenberg, Martin

    2002-01-01

    Learning and memory processes of operant conditioning in the heat-box are analyzed. In a search for conditioning parameters leading to high retention scores, intermittent training is shown to give better results than those of continuous training. Immediate retention tests contain two memory components, a spatial preference for one side of the chamber and a “stay-where-you-are-effect.” Intermittent training strengthens the latter. In the second part, memory dynamics is investigated. Flies are trained in one chamber and tested in a second one after a brief reminder training. With this direct transfer, memory scores reflect an associative learning process in the first chamber. To investigate memory retention after extended time periods, indirect transfer experiments are performed. The fly is transferred to a different environment between training and test phases. With this procedure, an aftereffect of the training can still be observed 2 h later. Surprisingly, exposure to the chamber without conditioning also leads to a memory effect in the indirect transfer experiment. This exposure effect reveals a dispositional change that facilitates operant learning during the reminder training. The various memory effects are independent of the mushroom bodies. PMID:12359842

  6. On (2,3)-agreeable Box Societies

    CERN Document Server

    Abrahams, Michael; Zell, Thierry

    2009-01-01

    The notion of $(k,m)$-agreeable society was introduced by Deborah Berg et al.: a family of convex subsets of $\\R^d$ is called $(k,m)$-agreeable if any subfamily of size $m$ contains at least one non-empty $k$-fold intersection. In that paper, the $(k,m)$-agreeability of a convex family was shown to imply the existence of a subfamily of size $\\beta n$ with non-empty intersection, where $n$ is the size of the original family and $\\beta\\in[0,1]$ is an explicit constant depending only on $k,m$ and $d$. The quantity $\\beta(k,m,d)$ is called the minimal \\emph{agreement proportion} for a $(k,m)$-agreeable family in $\\R^d$. If we only assume that the sets are convex, simple examples show that $\\beta=0$ for $(k,m)$-agreeable families in $\\R^d$ where $kboxes, i.e. cuboids with sides parallel to the coordinates hyperplanes. We derive explicit formulas for the first non-trivial case: the case...

  7. Opening up a Colourful Cosmic Jewel Box

    Science.gov (United States)

    2009-10-01

    The combination of images taken by three exceptional telescopes, the ESO Very Large Telescope on Cerro Paranal , the MPG/ESO 2.2-metre telescope at ESO's La Silla observatory and the NASA/ESA Hubble Space Telescope, has allowed the stunning Jewel Box star cluster to be seen in a whole new light. Star clusters are among the most visually alluring and astrophysically fascinating objects in the sky. One of the most spectacular nestles deep in the southern skies near the Southern Cross in the constellation of Crux. The Kappa Crucis Cluster, also known as NGC 4755 or simply the "Jewel Box" is just bright enough to be seen with the unaided eye. It was given its nickname by the English astronomer John Herschel in the 1830s because the striking colour contrasts of its pale blue and orange stars seen through a telescope reminded Herschel of a piece of exotic jewellery. Open clusters [1] such as NGC 4755 typically contain anything from a few to thousands of stars that are loosely bound together by gravity. Because the stars all formed together from the same cloud of gas and dust their ages and chemical makeup are similar, which makes them ideal laboratories for studying how stars evolve. The position of the cluster amongst the rich star fields and dust clouds of the southern Milky Way is shown in the very wide field view generated from the Digitized Sky Survey 2 data. This image also includes one of the stars of the Southern Cross as well as part of the huge dark cloud of the Coal Sack [2]. A new image taken with the Wide Field Imager (WFI) on the MPG/ESO 2.2-metre telescope at ESO's La Silla Observatory in Chile shows the cluster and its rich surroundings in all their multicoloured glory. The large field of view of the WFI shows a vast number of stars. Many are located behind the dusty clouds of the Milky Way and therefore appear red [3]. The FORS1 instrument on the ESO Very Large Telescope (VLT) allows a much closer look at the cluster itself. The telescope's huge mirror

  8. Polymer Statics and Dynamics Under Box Confinement

    Science.gov (United States)

    Kalb, Joshua; Chakraborty, Bulbul

    2007-03-01

    Current work on biological systems and glass forming polymers (JCP 106, 6176 (1997)) has led to an interest in the study of single polymer systems. The main questions concern relaxation phenomena and the shape adopted by single polymers under hard and soft boundaries. We are concerned with whether or not there is a critical length scale for a confined polymer system. Both structure and relaxation can be described using scaling arguments and tested with Monte Carlo simulations using the bond-fluctuation algorithm (Macromolecules 21,2819 (1988)), which uses a lattice representation of the polymer chain with excluded volume effects. We look at the effects of confinement on a single polymer chain confined to a box by measuring dynamical quantities such as the end-to-end vector and single monomer positions (JACS 124, 20 (2004)). A primary question is how spatial correlations between monomers, `blob's, influence the dynamics. Understanding how these quantities change with various confining geometries will lead to a deeper understanding of biological structures and glass formation. Work supported by NSF-DMR 0403997.

  9. Probability boxes on totally preordered spaces for multivariate modelling

    CERN Document Server

    Troffaes, Matthias C M; 10.1016/j.ijar.2011.02.001

    2011-01-01

    A pair of lower and upper cumulative distribution functions, also called probability box or p-box, is among the most popular models used in imprecise probability theory. They arise naturally in expert elicitation, for instance in cases where bounds are specified on the quantiles of a random variable, or when quantiles are specified only at a finite number of points. Many practical and formal results concerning p-boxes already exist in the literature. In this paper, we provide new efficient tools to construct multivariate p-boxes and develop algorithms to draw inferences from them. For this purpose, we formalise and extend the theory of p-boxes using Walley's behavioural theory of imprecise probabilities, and heavily rely on its notion of natural extension and existing results about independence modeling. In particular, we allow p-boxes to be defined on arbitrary totally preordered spaces, hence thereby also admitting multivariate p-boxes via probability bounds over any collection of nested sets. We focus on t...

  10. Measure Guideline: Optimizing the Configuration of Flexible Duct Junction Boxes

    Energy Technology Data Exchange (ETDEWEB)

    Beach, R.; Burdick, A.

    2014-03-01

    This measure guideline offers additional recommendations to heating, ventilation, and air conditioning (HVAC) system designers for optimizing flexible duct, constant-volume HVAC systems using junction boxes within Air Conditioning Contractors of America (ACCA) Manual D guidance (Rutkowski, H. Manual D -- Residential Duct Systems, 3rd edition, Version 1.00. Arlington, VA: Air Conditioning Contractors of America, 2009.). IBACOS used computational fluid dynamics software to explore and develop guidance to better control the airflow effects of factors that may impact pressure losses within junction boxes among various design configurations (Beach, R., Prahl, D., and Lange, R. CFD Analysis of Flexible Duct Junction Box Design. Golden, CO: National Renewable Energy Laboratory, submitted for publication 2013). These recommendations can help to ensure that a system aligns more closely with the design and the occupants' comfort expectations. Specifically, the recommendations described herein show how to configure a rectangular box with four outlets, a triangular box with three outlets, metal wyes with two outlets, and multiple configurations for more than four outlets. Designers of HVAC systems, contractors who are fabricating junction boxes on site, and anyone using the ACCA Manual D process for sizing duct runs will find this measure guideline invaluable for more accurately minimizing pressure losses when using junction boxes with flexible ducts.

  11. ExBox: a polycyclic aromatic hydrocarbon scavenger.

    Science.gov (United States)

    Barnes, Jonathan C; Juríček, Michal; Strutt, Nathan L; Frasconi, Marco; Sampath, Srinivasan; Giesener, Marc A; McGrier, Psaras L; Bruns, Carson J; Stern, Charlotte L; Sarjeant, Amy A; Stoddart, J Fraser

    2013-01-09

    A template-directed protocol, which capitalizes on donor-acceptor interactions, is employed to synthesize a semi-rigid cyclophane (ExBox(4+)) that adopts a box-like geometry and is comprised of π-electron-poor 1,4-phenylene-bridged ("extended") bipyridinium units (ExBIPY(2+)). ExBox(4+) functions as a high-affinity scavenger of an array of different polycyclic aromatic hydrocarbons (PAHs), ranging from two to seven fused rings, as a result of its large, accommodating cavity (approximately 3.5 Å in width and 11.2 Å in length when considering the van der Waals radii) and its ability to form strong non-covalent bonding interactions with π-electron-rich PAHs in either organic or aqueous media. In all, 11 PAH guests were observed to form inclusion complexes with ExBox(4+), with coronene being the largest included guest. Single-crystal X-ray diffraction data for the 11 inclusion complexes ExBox(4+)⊂PAH as well as UV/vis spectroscopic data for 10 of the complexes provide evidence of the promiscuity of ExBox(4+) for the various PAHs. Nuclear magnetic resonance spectroscopy and isothermal titration calorimetric analyses of 10 of the inclusion complexes are employed to further characterize the host-guest interactions in solution and determine the degree with which ExBox(4+) binds each PAH compound. As a proof-of-concept, a batch of crude oil from Saudi Arabia was subjected to extraction with the water-soluble form of the PAH receptor, ExBox·4Cl, resulting in the isolation of different aromatic compounds after ExBox·4Cl was regenerated.

  12. Security of the AES with a Secret S-Box

    DEFF Research Database (Denmark)

    Tiessen, Tyge; Knudsen, Lars Ramkilde; Kölbl, Stefan;

    2015-01-01

    How does the security of the AES change when the S-box is replaced by a secret S-box, about which the adversary has no knowledge? Would it be safe to reduce the number of encryption rounds? In this paper, we demonstrate attacks based on integral cryptanalysis which allow to recover both the secret...... key and the secret S-box for respectively four, five, and six rounds of the AES. Despite the significantly larger amount of secret information which an adversary needs to recover, the attacks are very efficient with time/data complexities of 217/216, 238/240 and 290/264, respectively. Another...

  13. Quartic Box-Spline Reconstruction on the BCC Lattice.

    Science.gov (United States)

    Kim, Minho

    2013-02-01

    This paper presents an alternative box-spline filter for the body-centered cubic (BCC) lattice, the seven-direction quartic box-spline M7 that has the same approximation order as the eight-direction quintic box-spline M8 but a lower polynomial degree, smaller support, and is computationally more efficient. When applied to reconstruction with quasi-interpolation prefilters, M7 shows less aliasing, which is verified quantitatively by integral filter metrics and frequency error kernels. To visualize and analyze distributional aliasing characteristics, each spectrum is evaluated on the planes and lines with various orientations.

  14. The AirQuality SenseBox

    Science.gov (United States)

    Demuth, Dustin; Nuest, Daniel; Bröring, Arne; Pebesma, Edzer

    2013-04-01

    In the past year, a group of open hardware enthusiasts and citizen scientists had large success in the crowd-funding of an open hardware-based sensor platform for air quality monitoring, called the Air Quality Egg. Via the kickstarter platform, the group was able to collect triple the amount of money than needed to fulfill their goals. Data generated by the Air Quality Egg is pushed to the data logging platform cosm.com, which makes the devices a part of the Internet of Things. The project aims at increasing the participation of citizens in the collection of data, the development of sensors, the operation of sensor stations, and, as data on cosm is publicly available, the sharing, visualization and analysis of data. Air Quality Eggs can measure NO2 and CO concentrations, as well as relative humidity and temperature. The chosen sensors are low-cost and have limited precision and accurracy. The Air Quality Egg consists of a stationary outdoor and a stationary indoor unit. Each outdoor unit will wirelessly transmit air quality measurements to the indoor unit, which forwards the data to cosm. Most recent versions of the Air Quality Egg allow a rough calibration of the gas sensors and on-the-fly conversion from raw sensor readings (impedance) to meaningful air quality data expressed in units of parts per billion. Data generated by these low-cost platforms are not intended to replace well-calibrated official monitoring stations, but rather augment the density of the total monitoring network with citizen sensors. To improve the usability of the Air Quality Egg, we present a new and more advanced concept, called the AirQuality SenseBox. We made the outdoor platform more autonomous and location-aware by adding solarpanels and rechargeable batteries as a power source. The AirQuality SenseBox knows its own position from a GPS device attached to the platform. As a mobile sensor platform, it can for instance be attached to vehicles. A low-cost and low-power wireless chipset

  15. GREEN SUPERCOMPUTING IN A DESKTOP BOX

    Energy Technology Data Exchange (ETDEWEB)

    HSU, CHUNG-HSING [Los Alamos National Laboratory; FENG, WU-CHUN [NON LANL; CHING, AVERY [NON LANL

    2007-01-17

    The computer workstation, introduced by Sun Microsystems in 1982, was the tool of choice for scientists and engineers as an interactive computing environment for the development of scientific codes. However, by the mid-1990s, the performance of workstations began to lag behind high-end commodity PCs. This, coupled with the disappearance of BSD-based operating systems in workstations and the emergence of Linux as an open-source operating system for PCs, arguably led to the demise of the workstation as we knew it. Around the same time, computational scientists started to leverage PCs running Linux to create a commodity-based (Beowulf) cluster that provided dedicated computer cycles, i.e., supercomputing for the rest of us, as a cost-effective alternative to large supercomputers, i.e., supercomputing for the few. However, as the cluster movement has matured, with respect to cluster hardware and open-source software, these clusters have become much more like their large-scale supercomputing brethren - a shared (and power-hungry) datacenter resource that must reside in a machine-cooled room in order to operate properly. Consequently, the above observations, when coupled with the ever-increasing performance gap between the PC and cluster supercomputer, provide the motivation for a 'green' desktop supercomputer - a turnkey solution that provides an interactive and parallel computing environment with the approximate form factor of a Sun SPARCstation 1 'pizza box' workstation. In this paper, they present the hardware and software architecture of such a solution as well as its prowess as a developmental platform for parallel codes. In short, imagine a 12-node personal desktop supercomputer that achieves 14 Gflops on Linpack but sips only 185 watts of power at load, resulting in a performance-power ratio that is over 300% better than their reference SMP platform.

  16. Shunting Process Analysis of the 3-Girder-Switch with Fixed Rotating Center for Rail Transit%城市轨道交通用三段定心式道岔的转辙过程分析

    Institute of Scientific and Technical Information of China (English)

    袁亦竑

    2011-01-01

    介绍了国内首组城市轨道交通用三段定心式道岔在研制过程中的转辙分析过程.以三开道岔为例,通过自编程序对道岔转辙过程进行模拟,得到了转辙全过程中道岔各梁段的运动情况,找到了转辙过程中加速度变化的最大位置,为道岔转辙机构的具体设计提供了参考.%This article made a brief introduction to shunting process analysis in developing the 3-girder-switch with fixed rotating center of the Chinas first group for rail transit. Taking a 3 - way switch as an example, we simulated shunting process by the software which was developed by ourselves. We gained the kinematics conditions of all the girders during the shunting process of the switch, and finally found out the place where the maximum of the acceleration changing rate was located. The results can provide a reference for the specific design of the shunting device of the switch.

  17. Trial manufacture of portable type `WISH BOX`; Kahangata WISH BOX no shisaku kenkyu

    Energy Technology Data Exchange (ETDEWEB)

    Ushiyama, I.; Sakuma, H.; Qin, W. [Ashikaga Institute of Technology, Tochigi (Japan); Onai, Y.

    1996-10-27

    This paper proposes the small portable type power source `WISH BOX` (wind and solar hybrid) composed of a small wind power generator and solar cell panels. Since solar radiation and wind power are complementary to each other in seasons, day and night, and fine and cloudy weather, WISH BOX is useful for standalone power source in non-power areas of developing countries, life spot in disasters, and outdoor leisure. The most small light-weight high-performance AIR303 produced by Southwest Windpower Co., USA is used as wind power generator, and two 50W solar cell panels HSC-5010-S produced by Daido Hokusan Co. is used. Sealed lead storage batteries (12V, 20Ah each) are also connected to cope with load fluctuation. In comparison with conventional portable gasoline engine generators, this environment-friendly generator is featured by fuel-free, no emission of gases, no noises and no fire occurrence, and can also supply stable power with small batteries even in the nighttime and cloudy weather by combining wind power. The generator of 400,000 yen is now in field experiment. 2 refs., 5 figs.

  18. Experts’ Misinterpretation of Box Plots – a Dual Processing Approach

    Directory of Open Access Journals (Sweden)

    Stephanie Lem

    2014-11-01

    Full Text Available Recent studies have shown that students often misinterpret the area of the box in box plots as representing the frequency or proportion of observations in that interval, while it actually represents density. This misinterpretation has been shown to be based on the saliency of this area and can be explained by heuristic reasoning as defined by dual process theories. In this study we tested whether expert users of box plots also display this misinterpretation and show signs of the same heuristic reasoning as found in students. Using a reaction time test, we found signs of heuristic reasoning in experts, both with respect to accuracy and reaction times. If even experts have difficulty interpreting box plots, one can question whether these are an appropriate form of representation to use when reporting data and deserve the prominent place they currently have in the statistics curriculum.

  19. Matter-wave dark solitons in box-like traps

    CERN Document Server

    Sciacca, M; Parker, N G

    2016-01-01

    Motivated by the experimental development of quasi-homogeneous Bose-Einstein condensates confined in box-like traps, we study numerically the dynamics of dark solitons in such traps at zero temperature. We consider the cases where the side walls of the box potential rise either as a power-law or a Gaussian. While the soliton propagates through the homogeneous interior of the box without dissipation, it typically dissipates energy during a reflection from a wall through the emission of sound waves, causing a slight increase in the soliton's speed. We characterise this energy loss as a function of the wall parameters. Moreover, over multiple oscillations and reflections in the box-like trap, the energy loss and speed increase of the soliton can be significant, although the decay eventually becomes stabilized when the soliton equilibrates with the ambient sound field.

  20. BoxLib with Tiling: An AMR Software Framework

    CERN Document Server

    Zhang, Weiqun; Day, Marcus; Nguyen, Tan; Shalf, John; Unat, Didem

    2016-01-01

    In this paper we introduce a block-structured adaptive mesh refinement (AMR) software framework that incorporates tiling, a well-known loop transformation. Because the multiscale, multiphysics codes built in BoxLib are designed to solve complex systems at high resolution, performance on current and next generation architectures is essential. With the expectation of many more cores per node on next generation architectures, the ability to effectively utilize threads within a node is essential, and the current model for parallelization will not be sufficient. We describe a new version of BoxLib in which the tiling constructs are embedded so that BoxLib-based applications can easily realize expected performance gains without extra effort on the part of the application developer. We also discuss a path forward to enable future versions of BoxLib to take advantage of NUMA-aware optimizations using the TiDA portable library.

  1. Fast space-variant elliptical filtering using box splines

    CERN Document Server

    Chaudhury, Kunal Narayan; Unser, Michael

    2010-01-01

    The efficient realization of linear space-variant (non-convolution) filters is a challenging computational problem in image processing. In this paper, we demonstrate that it is possible to filter an image with a Gaussian-like elliptic window of varying size, elongation and orientation using a fixed number of computations per pixel. The associated algorithm, which is based on a family of smooth compactly supported piecewise polynomials, the radially-uniform box splines, is realized using pre-integration and local finite-differences. The radially-uniform box splines are constructed through the repeated convolution of a fixed number of box distributions, which have been suitably scaled and distributed radially in an uniform fashion. The attractive features of these box splines are their asymptotic behavior, their simple covariance structure, and their quasi-separability. They converge to Gaussians with the increase of their order, and are used to approximate anisotropic Gaussians of varying covariance simply by ...

  2. Boxing: medical care in and out of the ring.

    Science.gov (United States)

    Gambrell, Robert C

    2007-10-01

    Boxing may well be the oldest sport known to mankind and probably the most controversial. Injuries are common in boxing, occurring most often to the head, neck, face, and hands. Brain injury, both acute and chronic, is the major risk for potential catastrophe. Medical care for the boxer extends beyond the competition in the boxing ring; the ringside physician is responsible for protecting both boxers and must make quick decisions about their continued participation based upon a limited examination. A thorough knowledge of the rules and regulations of boxing is necessary for the ringside physician to effectively care for the athlete. In spite of the perceived brutality associated with the sport, most injuries are minor, although serious injuries and deaths do occur, most commonly due to brain injury. Given the potential for catastrophic injury, the ringside physician must be prepared and equipped to care for the boxer.

  3. Visual pigments of the box jellyfish species Chiropsella bronzie

    DEFF Research Database (Denmark)

    O*Connor, Megan; Garm, Anders Lydik; Marshall, Justin;

    2010-01-01

    Box jellyfish (Cubomedusae) possess a unique visual system comprising 24 eyes of four morphological types. Moreover, box jellyfish display several visually guided behaviours, including obstacle avoidance and light-shaft attractance. It is largely unknown what kind of visual information box......, electrophysiological and immunohistochemical methods. However, the results from these studies are to some degree conflicting and inconclusive. Here, we present results from an investigation into the visual system of the box jellyfish Chiropsella bronzie, using microspectrophotometry and immunohistochemistry. Our...... results strongly indicate that only one type of visual pigment is present in the upper and lower lens eyes with a peak absorbance of approximately 510 nm. Additionally, the visual pigment appears to undergo bleaching, similar to that of vertebrate visual pigments....

  4. Reliability Based Optimum Design of a Gear Box

    Directory of Open Access Journals (Sweden)

    D.Madhusekhar

    2014-10-01

    Full Text Available The gear box represents an important mechanical sub system. In machine tools, the propose of a gear box is to provide a series of useful output speeds so that the machining operation can be carried out at its most optimum operating conditions high spindle speeds with low feed rate for roughing operations. An important aspect in the design of machine tool transmission is to keep the cost and volume of the gear box to a minimum. The probabilistic approach to design has been considered to be more rational compared to the conventional design approach based on the factor of safety. The existence of uncertainties in either engineering simulations or manufacturing processes calls for a reliability-based design optimization (RBDO model for robust and cost-effective designs. In the present work a three shaft four speed gear box is designed using reliability principles. For the specified reliability of the system (Gear box, component reliability (Gear pair is calculated by considering the system as a series system. Design is considered to be safe and adequate if the probability of failure of gear box is less than or equal to a specified quantity in each of the two failure modes. A FORTRAN program has been developed to calculate the mean values of face widths of gears for the minimum mass of gear box. By changing the probability of failure of system variations in the face widths are studied. The reliability based optimum design results are compared with those obtained by deterministic optimum design. The minimum mass of the gear box is increase as the specified values of the reliability is increased.

  5. Evolving S Boxes with Reduced Differential Power Analysis Susceptibiltiy

    Science.gov (United States)

    2016-12-02

    finding S-boxes with high nonlinearity and low transparency order, if they exist. Additionally, we show that the cycle crossover yields more efficient...multiobjec- tive evolutionary algorithm · cycle crossover · differential power analysis · cryptanalysis · trade-off · Pareto front 1 Introduction Block...necessarily reflect the views of the Department of the Navy. Proper S-box design requires careful analysis of conflicting features. First, the designer

  6. Algebraic Construction and Cryptographic Properties of Rijndael Substitution Box

    Directory of Open Access Journals (Sweden)

    Shristi Deva Sinha

    2012-01-01

    Full Text Available Rijndael algorithm was selected as the advanced encryption standard in 2001 after five year long security evaluation; it is well proven in terms of its strength and efficiency. The substitution box is the back bone of the cipher and its strength lies in the simplicity of its algebraic construction. The present paper is a study of the construction of Rijndael Substitution box and the effect of varying the design components on its cryptographic properties.

  7. Dose and time dependence of box jellyfish antivenom

    OpenAIRE

    2014-01-01

    Background The effectiveness of the currently available box jellyfish (Chironex fleckeri) antivenom has been subject of debate for many years. To assess whether the box jellyfish antivenom has the ability to attenuate venom-induced damage at cellular level, the present study analyzed the dose and time dependence of the antivenom in a cell-based assay. Methods Different doses of antivenom were added to venom and subsequently administered to cells and the cell index was measured using xCelligen...

  8. Safety evaluation for packaging (onsite) depleted uranium waste boxes

    Energy Technology Data Exchange (ETDEWEB)

    McCormick, W.A.

    1997-08-27

    This safety evaluation for packaging (SEP) allows the one-time shipment of ten metal boxes and one wooden box containing depleted uranium material from the Fast Flux Test Facility to the burial grounds in the 200 West Area for disposal. This SEP provides the analyses and operational controls necessary to demonstrate that the shipment will be safe for the onsite worker and the public.

  9. MADS-box gene evolution-structure and transcription patterns

    DEFF Research Database (Denmark)

    Johansen, Bo; Pedersen, Louise B; Skipper, Martin;

    2002-01-01

    This study presents a phylogenetic analysis of 198 MADS-box genes based on 420 parsimony-informative characters. The analysis includes only MIKC genes; therefore several genes from gymnosperms and pteridophytes are excluded. The strict consensus tree identifies all major monophyletic groups known...... three classes of MADS-box genes to be transcribed in the stamens and carpels. Thus the analysis does not support the ABC model as formulated at present....

  10. 侵蚀性环境下桥梁CFRP/BFRP加固后的长期性能试验%Experiment for Long-term Performance of Bridge Girders Strengthened with CFRP/BFRP Sheets and Subjected to Erosion Environment

    Institute of Scientific and Technical Information of China (English)

    孙晓燕; 董伟伟; 王海龙; 何世钦

    2013-01-01

    为了研究侵蚀性环境下服役桥梁构件采用纤维材料加固后的长期性能,对11根具有初始锈蚀损伤的钢筋混凝土梁式构件采用碳纤维布(CFRP)和玄武岩纤维布(BFRP)加固后继续退化的承载力及服役性能进行试验.通过对加固后构件进行电化学加速锈蚀和盐液浸润干湿循环模拟不同程度的后续服役性能退化,研究侵蚀性环境对CFRP和BFRP加固构件在不同后续服役期的承载力、刚度等性能影响规律,同时对比了2种加固材料的耐久性能和成本效益.结果表明:侵蚀性环境下加固后的桥梁构件承载能力评估需综合考虑钢筋锈蚀引起的承载力降低和侵蚀性环境对纤维利用效率的降低;CFRP对刚度提高显著,而BFRP加固具有更好的延性;考虑加固后长期服役性能,CFRP加固后具有较好的耐久性,而BFRP具有较高的成本效益.%To investigate the long-term performance of existing bridge girders strengthened with fiber reinforced plastics (FRP) sheets and subjected to erosion environment, the bearing capacity and service performance experiments of 11 reinforced concrete (RC) girders, which were strengthened with carbon fiber reinforced plastics (CFRP) and basalt fiber reinforced polymer (BFRP) sheets after initial corrosion damage, were conducted. Different subsequent performance degradations for strengthened girders were simulated through electrochemical accelerated corrosion together with wet/dry cycles of salt solution. The effect of environmental erosion on capacity, stiffness and other parameters of CFRP/BFRP strengthened girders in different follow-up service time was tested. The durabilities and costs of the two strengthening materials were also investigated. The results show that the capacity evaluation of bridge girders strengthened with FRP sheets should consider the effect of rebar corrosion together with the environmental reduction of FRP strengthening; the CFRP strengthening improves

  11. Jewelry boxes contaminated by Aspergillus oryzae: an occupational health risk?

    Science.gov (United States)

    Bellanger, Anne-Pauline; Roussel, Anaïs; Millon, Laurence; Delaforge, Marcel; Reboux, Gabriel

    2012-01-01

    In 2009, 100,000 jewelry boxes, manufactured in China, were delivered to a jewelry manufacturer in Besançon, France. All the boxes were contaminated by mold. Because the workers refused to handle these jewelry boxes, the company contacted our laboratory to determine how to deal with the problem. Three choices were available: (1) decontaminate the boxes, (2) return the boxes to the Chinese manufacturer, or (3) destroy the entire shipment. Based on microscopic identification, the culture analysis was positive for A. oryzae. This could not be confirmed by molecular techniques because of the genetic proximity of A. oryzae and A. flavus. Because A. flavus can produce aflatoxins, we tested for them using mass spectrometry. Aflatoxins B1, B2, G1, G2, and M1 were not detected; however, given the specifics of this situation, we could not discard the possibility of the presence of other aflatoxins, such as P1, B3, GM2, and ethoxyaflatoxin B2. We concluded that the contamination by A. oryzae was probably due to food products. However, because of the possible presence of aflatoxins, occupational health risks could not be entirely ruled out. The decision was therefore taken to destroy all the jewelry boxes by incineration. To avoid a similar situation we propose: (1) to maintain conditions limiting mold contamination during production (not eating on the work site, efficient ventilation systems); (2) to desiccate the products before sending them; and (3) to closely control the levels of dampness during storage and transport.

  12. Ultra-low power S-Boxes architecture for AES

    Institute of Scientific and Technical Information of China (English)

    XING Ji-peng; ZOU Xue-cheng; GUO Xu

    2008-01-01

    It is crucial to design energy-efficient advancedcncryption standard (AES) cryptography for low power embeddedsystems powered by limited battery. Since the S-Boxes consumemuch of the total AES circuit power, an efficient approach toreducing the AES power consumption consists in reducing theS-Boxes power consumption. Among various implementationsof S-Boxes, the most energy-efficient one is the decoder-switch-encoder (DSE) architecture. In this paper, we refine the DSEarchitecture and propose one faster, more compact S-Boxesarchitecture of lower power: an improved and full-balanced DSEarchitecture. This architecture achieves low power consumptionof 68 μW at 10 MHz using 0.25 μm 1.8V UMC CMOStechnology. Compared with the original DSE S-Boxes, it furtherreduces the delay, gate count and power consumption by 8%,14% and 10% respectively. At the sane time, simulation resultsshow that the improved DSE S-Boxes has the best performanceamong various S-Boxes architectures in terms of power-areaproduct and power-delay product, and it is optimal forimplementing low power AES cryptography.

  13. Measure Guideline: Optimizing the Configuration of Flexible Duct Junction Boxes

    Energy Technology Data Exchange (ETDEWEB)

    Beach, R. [IBACOS, Inc., Pittsburgh, PA (United States); Burdick, A. [IBACOS, Inc., Pittsburgh, PA (United States)

    2014-03-01

    This measure guideline offers additional recommendations to heating, ventilation, and air conditioning (HVAC) system designers for optimizing flexible duct, constant-volume HVAC systems using junction boxes within Air Conditioning Contractors of America (ACCA) Manual D guidance. IBACOS used computational fluid dynamics software to explore and develop guidance to better control the airflow effects of factors that may impact pressure losses within junction boxes among various design configurations. These recommendations can help to ensure that a system aligns more closely with the design and the occupants' comfort expectations. Specifically, the recommendations described herein show how to configure a rectangular box with four outlets, a triangular box with three outlets, metal wyes with two outlets, and multiple configurations for more than four outlets. Designers of HVAC systems, contractors who are fabricating junction boxes on site, and anyone using the ACCA Manual D process for sizing duct runs will find this measure guideline invaluable for more accurately minimizing pressure losses when using junction boxes with flexible ducts.

  14. Performance and testing of a hot box storage solar cooker

    Energy Technology Data Exchange (ETDEWEB)

    Nahar, N.M. [Central Arid Zone Research Inst., Rajasthan (India)

    2003-05-01

    A hot box solar cooker with used engine oil as a storage material has been designed, fabricated and tested so that cooking can be performed even in the late evening. The performance and testing of a storage solar cooker have been investigated by measuring stagnation temperatures and conducting cooking trials. The maximum stagnation temperature inside the cooking chambers of the hot box solar cooker with storage material was the same as that of the hot box solar cooker without storage during the day time, but it was 23 deg C more in the storage solar cooker from 1700 to 2400 h. The efficiency of the hot box storage solar cooker has been found to be 27.5%. Cooking trials were also conducted. The rice and green gram washed split were kept at 1730 h, and these were cooked perfectly by 2000 h in the hot box storage solar cooker, while these were not cooked in the hot box solar cooker without storage. (Author)

  15. Meal box schemes a convenient way to avoid convenience food? Uses and understandings of meal box schemes among Danish consumers.

    Science.gov (United States)

    Hertz, Frej Daniel; Halkier, Bente

    2017-03-15

    The term convenience food is subject to diversification, lack of clarity and moral ambiguity. In this paper we address these issues and critically discuss convenience food by using empirical findings from a Danish study that deals with practitioners' uses of meal box schemes. The methodological design consists of thirteen individual interviews, four focus groups and some observations of cooking practices. We combine the empirical findings with a particular definition of convenience food by Brunner et al. (2010) and selected practice theoretical concepts. This particular combination enables us to categorize meal box schemes as a new form of convenience food called convenient food. In addition, results suggest that meal box schemes reduce leftovers from dinner. Meal boxes also influence dinner related activities such as planning ahead in time and grocery shopping, which require less physical and mental effort.

  16. Swing Analysis of Suspended Load System for Crane Ship of Transporting and Lifting Girders%运架梁起重船吊重摆动分析

    Institute of Scientific and Technical Information of China (English)

    胡于进; 文定旭; 王学林

    2012-01-01

    以运架梁起重船为对象,对其作业过程中吊重的非线性动力学响应进行研究。基于吊摆系统的几何约束,构建了多点吊摆系统的双摆模型,运用带乘子的拉格朗日方程建立了吊摆系统的非线性动力学模型,对规则波条件下3000吨大型起重船吊重的动力学响应进行了仿真分析。比较了线性及非线性方程下吊重的运动规律以及船舶纵摇角对双摆系统摆角的影响,讨论了变绳长的方法对吊物系统的摆幅进行控制的理论模型。同时,对提出的理论模型仿真结果与Adams刚体动力学模型结果进行了比较分析。%The crane ship of transporting and lifting girders was focused. The nonlinear dynamic response of suspended load system during operation of the crane was analyzed. A double pendulum model for the multi-point suspended load system was constructed based on the geometric constraints. Nonlinear dynamic model of the suspended pendulum was established using the Lagrange multiplier equation. A simulation of dynamic response analysis was calculated based on 3000 tons crane under the condition of regular waves. In this work, trajectory of swing laws under linear and nonlinear equations, and the effect of the ship pitching angle to the swing angle of double-pendulum system were compared respectively. The swing controlling theoretical model was discussed using method of changing the rope length. At the same time, the simulation results of the mathematical theoretical model were compared with the Adams rigid body dynamics model.

  17. BASIC FLOW PATTERNS AND OPTIMUM HYDRAULIC DESIGN OF A SUCTION BOX OF PUMPING STATION

    Institute of Scientific and Technical Information of China (English)

    2000-01-01

    A numerical method based on 3-D turbulence flow was applied to simulate the flow pattern in suction boxes of six different types.In light of the computational results, the basic flow patterns in the boxes were revealed and a theoretical method to optimize hydraulically design of the suction box is developed.The box geometrical parameters, which influence the flow pattern in the box, could be optimized.The optimum criteria for the hydraulic design of the suction boxes of six types established, respectively.Furthermore, a summarization is given here based on the classification of the basic flow patterns in order to systematically understand the hydraulic design of suction boxes.

  18. A novel method to design S-box based on chaotic map and genetic algorithm

    Science.gov (United States)

    Wang, Yong; Wong, Kwok-Wo; Li, Changbing; Li, Yang

    2012-01-01

    The substitution box (S-box) is an important component in block encryption algorithms. In this Letter, the problem of constructing S-box is transformed to a Traveling Salesman Problem and a method for designing S-box based on chaos and genetic algorithm is proposed. Since the proposed method makes full use of the traits of chaotic map and evolution process, stronger S-box is obtained. The results of performance test show that the presented S-box has good cryptographic properties, which justify that the proposed algorithm is effective in generating strong S-boxes.

  19. 三跨变截面预应力混凝土双箱双室并联连续箱梁桥的空间受力分析研究%Spatial Analysis of Three-span Prestressed Concrete Continuous Box Girder Bridge with Tow Parallel Boxes Double Celles and Varying Depth

    Institute of Scientific and Technical Information of China (English)

    陈菁菁; 姚永丁; 陶舍辉; 项贻强

    2003-01-01

    本文对一座典型的三跨(30+50+30)变截面预应力混凝土双箱双室并联连续箱梁桥,利用空间板壳有限元来模拟真实的桥梁,进行空间受力分析和参数研究,并进行了荷载试验研究,说明宽桥横向刚度对桥梁变形和应力的影响.

  20. A novel method to design S-box based on chaotic map and genetic algorithm

    Energy Technology Data Exchange (ETDEWEB)

    Wang, Yong, E-mail: wangyong_cqupt@163.com [State Key Laboratory of Power Transmission Equipment and System Security and New Technology, Chongqing University, Chongqing 400044 (China); Key Laboratory of Electronic Commerce and Logistics, Chongqing University of Posts and Telecommunications, Chongqing 400065 (China); Wong, Kwok-Wo [Department of Electronic Engineering, City University of Hong Kong, 83 Tat Chee Avenue, Kowloon Tong (Hong Kong); Li, Changbing [Key Laboratory of Electronic Commerce and Logistics, Chongqing University of Posts and Telecommunications, Chongqing 400065 (China); Li, Yang [Department of Automatic Control and Systems Engineering, The University of Sheffield, Mapping Street, S1 3DJ (United Kingdom)

    2012-01-30

    The substitution box (S-box) is an important component in block encryption algorithms. In this Letter, the problem of constructing S-box is transformed to a Traveling Salesman Problem and a method for designing S-box based on chaos and genetic algorithm is proposed. Since the proposed method makes full use of the traits of chaotic map and evolution process, stronger S-box is obtained. The results of performance test show that the presented S-box has good cryptographic properties, which justify that the proposed algorithm is effective in generating strong S-boxes. -- Highlights: ► The problem of constructing S-box is transformed to a Traveling Salesman Problem. ► We present a new method for designing S-box based on chaos and genetic algorithm. ► The proposed algorithm is effective in generating strong S-boxes.

  1. 空间圆管桁架混凝土组合梁受力性能试验研究%Experimental Study of Mechanical Behavior of Spatial Circular Steel Tube Truss and Concrete Composite Girder

    Institute of Scientific and Technical Information of China (English)

    陈建兵; 陈荣; 李强

    2014-01-01

    空间圆管桁架混凝土组合结构是一种新型组合结构,为了解其受力特点、破坏机理、变形能力、管桁架杆件的内力分布规律及界面相对滑移等,设计制作了2根弦杆未填充混凝土的不同混凝土翼板厚度的空间圆管桁架混凝土组合梁模型试件,采用三分点对称加载,对其进行受力性能试验研究。研究表明,在对称荷载作用下,组合梁的破坏形式为弯曲破坏,同时伴随有受拉腹杆节点焊缝的强度破坏;空间圆管桁架组合梁具有良好的承载能力和变形能力,相同荷载下,混凝土板厚的组合梁的承载能力高于板薄的组合梁;组合梁破坏时,其跨中挠度约为跨径的1/200;不考虑界面相对滑移的情况下,截面应变满足平截面假定;加载前期,支点截面界面相对滑移量大于 L/8截面,而加载后期,L/8截面界面相对滑移量大于支点截面;腹杆为非轴心受拉或受压杆件,且跨中位置腹杆的轴力较小,梁端位置腹杆的轴力较大。%The spatial steel truss of circular steel tubes and concrete composite structure is a new type of composite structure .In order to examine its load bearing behavior ,failure mechanism , deformability ,internal force distribution law of tubular truss members and interface relative slip -page ,a spatial steel truss of circular tubes and concrete composite girder model was designed and fabricated .The model was characterized by its two chords that are not filled with concrete as well as the concrete flange plates with variable thickness .Loads were symmetrically applied at the 1/3 and 2/3 locations of the calculated span length of the girder proposed .The mechanical behavior of the model was experimentally studied .The results of the study indicate that under the action of symmetric loads ,the composite girder succumbs to bending failure ,concurrently with strength damage at the welding joints of the tensile web

  2. Study on the Dietary Plan of Boxing Athletes during the Period of Weight Loss

    OpenAIRE

    Bo Ma

    2015-01-01

    The study combined with the principle of reasonable weight loss for the boxing athletes by stating the overview of the boxing athlete's weight loss, as well as its influence on the function index of boxing athletes as the weight loss of boxing athletes can directly affect sports performance. It discusses the nutritional supplement measures of boxing athletes during the period of the slow and rapid weight loss stage.

  3. Study on the Dietary Plan of Boxing Athletes during the Period of Weight Loss

    Directory of Open Access Journals (Sweden)

    Bo Ma

    2015-05-01

    Full Text Available The study combined with the principle of reasonable weight loss for the boxing athletes by stating the overview of the boxing athlete's weight loss, as well as its influence on the function index of boxing athletes as the weight loss of boxing athletes can directly affect sports performance. It discusses the nutritional supplement measures of boxing athletes during the period of the slow and rapid weight loss stage.

  4. Computational Fluid Dynamics Analysis of Flexible Duct Junction Box Design

    Energy Technology Data Exchange (ETDEWEB)

    Beach, R.; Prahl, D.; Lange, R.

    2013-12-01

    IBACOS explored the relationships between pressure and physical configurations of flexible duct junction boxes by using computational fluid dynamics (CFD) simulations to predict individual box parameters and total system pressure, thereby ensuring improved HVAC performance. Current Air Conditioning Contractors of America (ACCA) guidance (Group 11, Appendix 3, ACCA Manual D, Rutkowski 2009) allows for unconstrained variation in the number of takeoffs, box sizes, and takeoff locations. The only variables currently used in selecting an equivalent length (EL) are velocity of air in the duct and friction rate, given the first takeoff is located at least twice its diameter away from the inlet. This condition does not account for other factors impacting pressure loss across these types of fittings. For each simulation, the IBACOS team converted pressure loss within a box to an EL to compare variation in ACCA Manual D guidance to the simulated variation. IBACOS chose cases to represent flows reasonably correlating to flows typically encountered in the field and analyzed differences in total pressure due to increases in number and location of takeoffs, box dimensions, and velocity of air, and whether an entrance fitting is included. The team also calculated additional balancing losses for all cases due to discrepancies between intended outlet flows and natural flow splits created by the fitting. In certain asymmetrical cases, the balancing losses were significantly higher than symmetrical cases where the natural splits were close to the targets. Thus, IBACOS has shown additional design constraints that can ensure better system performance.

  5. Integrated Box Interrogation System (IBIS) Preliminary Design Study

    Energy Technology Data Exchange (ETDEWEB)

    DR. Stephen Croft; Mr. David Martancik; Dr. Brian Young; Dr. Patrick MJ Chard; Dr. Robert J Estop; Sheila Melton; Gaetano J. Arnone

    2003-01-13

    Canberra Industries has won the tendered solicitation, INEEL/EST-99-00121 for boxed waste Nondestructive Assay Development and Demonstration. Canberra will provide the Integrated Box Interrogation System (IBIS) which is a suite of assay instrumentation and a data reduction system that addresses the measurement needs for Boxed Wastes identified in the solicitation and facilitates the associated experimental program and demonstration of system capability. The IBIS system will consist of the next generation CWAM system, i.e. CWAM II, which is a Scanning Passive/Active Neutron interrogation system which we will call a Box Segmented Neutron Scanner (BSNS), combined with a physically separate Box Segmented Gamma-ray Scanning (BSGS) system. These systems are based on existing hardware designs but will be tailored to the large sample size and enhanced to allow the program to evaluate the following measurement criteria:Characterization and correction for matrix heterogeneity Characterization of non-uniform radio-nuclide and isotopic compositions Assay of high density matrices (both high-Z and high moderator contents)Correction for radioactive material physical form - such as self shielding or multiplication effects due to large accumulations of radioactive materials.Calibration with a minimal set of reference standards and representative matrices.THis document summarizes the conceptual design parameters of the IBIS and indicates areas key to the success of the project where development is to be centered. The work presented here is a collaborative effort between scientific staff within Canberra and within the NIS-6 group at LANL.

  6. Inferring 3D Articulated Models for Box Packaging Robot

    CERN Document Server

    Yang, Heran; Cong, Matthew; Saxena, Ashutosh

    2011-01-01

    Given a point cloud, we consider inferring kinematic models of 3D articulated objects such as boxes for the purpose of manipulating them. While previous work has shown how to extract a planar kinematic model (often represented as a linear chain), such planar models do not apply to 3D objects that are composed of segments often linked to the other segments in cyclic configurations. We present an approach for building a model that captures the relation between the input point cloud features and the object segment as well as the relation between the neighboring object segments. We use a conditional random field that allows us to model the dependencies between different segments of the object. We test our approach on inferring the kinematic structure from partial and noisy point cloud data for a wide variety of boxes including cake boxes, pizza boxes, and cardboard cartons of several sizes. The inferred structure enables our robot to successfully close these boxes by manipulating the flaps.

  7. Boxes and Sound Quality in AN Italian Opera House

    Science.gov (United States)

    COCCHI, A.; GARAI, M.; TAVERNELLI, C.

    2000-04-01

    The “Teatro Comunale” (City Theatre) in Bologna is an Italian opera house of the 18th century, designed by the famous architect Antonio Galli Bibiena. Largely built in masonry, it has been only partially restored and altered several times, but never destroyed and rebuilt. The study of its acoustics, while interesting for itself, offers the opportunity to investigate the role of the boxes, which constitute the most evident characteristic of Italian opera houses. The study was carried on at first by measurements, acquiring binaural impulse responses in the stalls and in the boxes, and then by computer simulation, modelling also some changes which cannot be done in the real hall. The measurements revealed clear differences between the listening quality in the boxes and in the stalls, especially regarding ITDG, clarity and IACC. Computer simulations show how the sound field in the historical theatre could be if the sound absorption of the boxes were changed, adding some velvet curtains, as was done in ancient times, and clarify the effects of the cavities which constitutes the boxes.

  8. On the power of non-local boxes

    CERN Document Server

    Broadbent, A J

    2005-01-01

    A non-local box is a virtual device that has the following property: given that Alice inputs a bit at her end of the device and that Bob does likewise, it produces two bits, one at Alice's end and one at Bob's end, such that the XOR of the outputs is equal to the AND of the inputs. This box, inspired from the CHSH inequality, was first proposed by Popescu and Rohrlich to examine the question: given that a maximally entangled pair of qubits is non-local, why is it not maximally non-local? We believe that understanding the power of this box will yield insight into the non-locality of quantum mechanics. It was shown recently by Cerf, Gisin, Massar and Popescu, that this imaginary device is able to simulate correlations from any measurement on a singlet state. Here, we show that the non-local box can in fact do much more: through the simulation of the magic square pseudo-telepathy game and the Mermin-GHZ pseudo-telepathy game, we show that the non-local box can simulate quantum correlations that no entangled pair...

  9. T-Box Genes in the Kidney and Urinary Tract.

    Science.gov (United States)

    Kispert, A

    2017-01-01

    T-box (Tbx) genes encode an ancient group of transcription factors that play important roles in patterning, specification, proliferation, and differentiation programs in vertebrate organogenesis. This is testified by severe organ malformation syndromes in mice homozygous for engineered null alleles of specific T-box genes and by the large number of human inherited organ-specific diseases that have been linked to mutations in these genes. One of the organ systems that has not been associated with loss of specific T-box gene function in human disease for long is the excretory system. However, this has changed with the finding that mutations in TBX18, a member of a vertebrate-specific subgroup within the Tbx1-subfamily of T-box transcription factor genes, cause congenital anomalies of the kidney and urinary tract, predominantly hydroureter and ureteropelvic junction obstruction. Gene expression analyses, loss-of-function studies, and lineage tracing in the mouse suggest a primary role for this transcription factor in specifying the ureteric mesenchyme in the common anlage of the kidney, the ureter, and the bladder. We review the function of Tbx18 in ureterogenesis and discuss the body of evidence that Tbx18 and other members of the T-box gene family, namely, Tbx1, Tbx2, Tbx3, and Tbx20, play additional roles in development and homeostasis of other components of the excretory system in vertebrates.

  10. Internal Behavioral Modeling of Embedded Systems through State Box Structures

    Directory of Open Access Journals (Sweden)

    V. Chandra Prakash

    2011-05-01

    Full Text Available Clean Room Software Engineering (CRSE methodology is intended for the development of high quality systems. The methodology is centered on three structures which include Black Box (BB, State Box (SB and Clear Box (CB and it assures high quality through implementation of Verification and Validation models at every stage of development. The models, suggested earlier, are built using the Mathematics for implementing the formalism which is needed to assure high quality. The mathematical way of implementing the formalism has been proved to be complex, unwieldy and impracticable. The Verification and Validation methods suggested are classical and do not support formalism which is the key element of CRSE. In this paper, three UML models and the associated algorithms have been proposed that help developing state box structures in more formal way and also to automate the process of generating State Box Structures. The refined CRSE model incorporating the suggested models is also presented. The models are used to develop the internal behavior of a Pilot Project called “Temperature Monitoring and Controlling of Nuclear Reactor System” (TMCNRS which is an embedded system designed in more formal and automated way.

  11. 浮托顶推法架设64m钢桁梁技术%Technology of Erecting 64 m Span Steel Truss Girder with Float Tow and Jack - in Method

    Institute of Scientific and Technical Information of China (English)

    张云昭

    2011-01-01

    研究目的:浮托顶推法架设钢桁梁的施工设施主要由膺架、滑道、水上浮托支承、顶推纵移、方向及定位控制等五大系统组成.文章介绍了其工艺原理、工艺流程、操作步骤和主要安全质量措施,对修建同类桥梁具有重要的指导意义和借鉴意义.研究结论:浮托顶推法架设钢桁梁是在一般浮拖法架梁基础上的创新,它与一般浮拖法架梁的主要区别是钢梁纵移的动力不同,即采用钢桁梁后端的顶推装置代替前方的牵引设备,具有设备简单、操作方便、速度均匀、运行平稳、有利安全的特点.%Research purposes: Erecting the steel truss girder with the float tow and jack -in method needs five systems of the corbelling, slideway , bearing of uplift force, longitudinal movement by jack - in, and direction and position controller. This paper introduces the main technique principle, the technological process, operation steps and the measures of ensuring safety and quality of erecting the steel truss girder with the float toe and jack - in method for providing the reference to construction of similar bridge.Research conclusions:The float tow and jack -in method is the innovation based on the traditional float toe method. It is different from the traditional float toe method in the power to make the girder longitudinal moving. Namely, it uses the jack -in device at the rear end of steel truss to substitute the traction device in the front of the steel truss, with the features of using simply equipments, easy operation, even velocity, smooth running and ensuring the security.

  12. 钢主梁拱桥组合桥面系力学性能分析%MECHANICAL BEHAVIOR ANALYSIS OF COMPOSITE DECK FLOOR OF ARCH BRIDGE WITH STEEL GIRDER

    Institute of Scientific and Technical Information of China (English)

    苏庆田; 李杰; 董冰

    2012-01-01

    钢-混凝土组合结构桥面系近几年开始在拱桥结构中使用,拱桥中组合桥面系受力复杂,其力学性能受钢与混凝土是否连接、是否张拉系杆以及混凝土的浇注顺序等影响.该文采用空间有限元模型,开展了钢主梁拱桥组合桥面系的力学性能研究.研究表明:在钢主梁拱桥结构中混凝土桥面板与钢主梁是否结合对桥面系的整体受力影响甚微,只对桥面系局部位置的混凝土桥面板应力分布有所影响;拱桥中是否安装系杆对桥面系的受力影响较大,而且桥面系的受力与系杆张拉力有密切关系;对于组合桥面系的拱桥采用一次浇筑混凝土桥面板施工方法的桥面系受力要明显优于采用分段浇筑混凝土桥面板的方法.%A steel-concrete composite deck has been used in acrh bridges recently. The mechanism of a composite deck is complex, and was affected by the factors of setting connections between concrete decks and steel girder or not, setting tied bars or not, different deck concrete casting sequences etc. In this paper, mechanical behaviors of a composite deck floor of an arch bridge with steel girders are analyzed by a spatial finite element model. The research results show that whether setting connections between concrete decks and a steel girder or not slightly affects the total mechanical behavior of a deck floor but influents the local stress of the deck; whether setting tied bar affects the deck floor mechanical property greatly and the deck floor stress depends on the tension force of tied bars heavily; as to arch bridge with a composite deck floor, the mechanical behavior of deck floors with casting deck concrete by one time is superior to that of deck floors with casting deck concrete by several times.

  13. Behaviors of super-long span prestressed cable-stayed bridge with CFRP cables and UHPC girder%CFRP拉索预应力超高性能混凝土斜拉桥力学性能分析

    Institute of Scientific and Technical Information of China (English)

    方志; 任亮; 凡凤红

    2012-01-01

    To discuss the applicability of carbon fiber reinforced polymer (CFRP) cables and reactive powder concrete ( RPC) in super-long span cable-stayed bridges, taking a 1 008 m cable-stayed bridge using steel girder and steel cables as example, a cable-stayed bridge with the same span using RPC (reactive powder concrete) as the girder and advanced composite material CFRP (carbon fiber reinforced polymer) as the cable was designed, in which the cable cross section was determined by the principles of equivalent cable strength and the beam cross section was determined considering the stiffness, shear capacity and local stability. Based on the method of finite element analysis, the comparative study of these two structures on their static properties, dynamic properties, stability and wind resistance were carried out. The results show that it is feasible for using RPC as the girder and CFRP as the cable so as to form a highly efficient, durable cable-stayed bridge of concrete structure and make its applicable span reach about 1 000 m long.%为了探讨碳纤维复合材料(carbon fiber reinforced polymer,CFRP)和超高性能活性粉末混凝土(reactive powder concrete,RPC)在超大跨度斜拉桥中应用的可行性,以主跨1008m的大跨度钢主梁斜拉桥设计方案为例,采用拉索的等强度原则将原桥钢索替换成CFRP索,考虑截面刚度、截面应力和局部稳定等要求,将原桥钢主梁替换成RPC主梁,拟订了一座等跨度的CFRP拉索、RPC主梁斜拉桥方案.采用有限元法分别对两种方案结构的静力特性、动力特性、稳定性能以及抗风性能等进行了分析与比较.结果表明:从结构受力性能角度而言,采用超高性能混凝土主梁和CFRP拉索构成千米级跨度混凝土斜拉桥的结构体系是可行的.

  14. Publishing Outside the Box: Unforeseen Dividends of Talking to Strangers.

    Science.gov (United States)

    Schlinger, Henry D

    2014-10-01

    This article describes publishing outside behavior analysis, letters to editors, and columns, as well as communicating outside the box with editors, authors, and journalists. Publishing can occur in a wide range of journals (e.g., Consciousness and Cognition), in-house publications of professional associations (e.g., Association for Psychological Science's Observer), general science publications (e.g., American Scientist, The Scientist), publications in service to professions (e.g., The Chronicle of Higher Education), general interest and specialized magazines (e.g., Atlantic Monthly, Skeptical Inquirer), and newspapers (e.g., Los Angeles Times). Communicating with editors, authors, and journalists includes, for instance, formal correspondence with editors and personal correspondence with authors and journalists outside the box about misunderstandings, commonalities, and complementarities of their work with respect to ours. The consequences of publishing and communicating are often unforeseen and fortuitous, many of which can never occur by remaining in the box.

  15. Helly-type Theorems for Hollow Axis-aligned Boxes

    CERN Document Server

    Swanepoel, Konrad J

    2009-01-01

    A hollow axis-aligned box is the boundary of the cartesian product of $d$ compact intervals in R^d. We show that for d\\geq 3, if any 2^d of a collection of hollow axis-aligned boxes have non-empty intersection, then the whole collection has non-empty intersection; and if any 5 of a collection of hollow axis-aligned rectangles in R^2 have non-empty intersection, then the whole collection has non-empty intersection. The values 2^d for d\\geq 3 and 5 for d=2 are the best possible in general. We also characterize the collections of hollow boxes which would be counterexamples if 2^d were lowered to 2^d-1, and 5 to 4, respectively.

  16. What boxing-related stimuli reveal about response behaviour.

    Science.gov (United States)

    Ottoboni, Giovanni; Russo, Gabriele; Tessari, Alessia

    2015-01-01

    When two athletes meet inside the ropes of the boxing ring to fight, their cognitive systems have to respond as quickly as possible to a manifold of stimuli to assure victory. In the present work, we studied the pre-attentive mechanisms, which form the basis of an athlete's ability in reacting to an opponent's punches. Expert boxers, beginner boxers and people with no experience of boxing performed a Simon-like task where they judged the colour of the boxing gloves worn by athletes in attack postures by pressing two lateralised keys. Although participants were not instructed to pay attention to the direction of the punches, beginner boxers' responses resembled a defence-related pattern, expert boxers' resembled counterattacks, whereas non-athletes' responses were not influenced by the unrelated task information. Results are discussed in the light of an expertise-related action simulation account.

  17. Performance of a solar box cooker-cum-dryer

    Energy Technology Data Exchange (ETDEWEB)

    Patel, R.S. [VP and RPTP Science College, Vallabh Vidyanagar, Gujarat (India); Patel, P.D.; Vinodkumar, P.C.; Joshipura, K.N. [Sardar Patel Univ., Vallabh Vidyanagar, Gujarat (India)

    2004-07-01

    The present investigation aims at a simultaneous theoretical and experimental investigation on different aspects of box type solar cooker, and its conversion as a dryer. A theoretical model has been attempted to simulate various thermal processes in a box type solar cooker. The theoretical study has also helped us to identify the sensitive heat exchange coefficients of the different cooker elements. The cooker-dryer designed presently has a potential of enhancing the device utility factor by a fairly large magnitude. This device will also give boost to adopt the solar energy utilization especially in the tropical developing countries. (orig.)

  18. Dirac particle in a square well and in a box

    CERN Document Server

    Alhaidari, A D

    2009-01-01

    We obtain an exact solution of the 1D Dirac equation for a square well potential of depth greater then twice the particle's mass. The energy spectrum formula in the Klein zone is surprisingly very simple and independent of the depth of the well. This implies that the same solution is also valid for the potential box (infinitely deep well). In the nonrelativistic limit, the well-known energy spectrum of a particle in a box is obtained. We also provide in tabular form the elements of the complete solution space of the problem for all energies.

  19. Algebraic Construction and Cryptographic Properties of Rijndael Substitution Box

    Directory of Open Access Journals (Sweden)

    Shristi Deva Sinha

    2012-01-01

    Full Text Available Rijndael algorithm was selected as the advanced encryption standard in 2001 after five year long security evaluation; it is well proven in terms of its strength and efficiency. The substitution box is the back bone of the cipher and its strength lies in the simplicity of its algebraic construction. The present paper is a study of the construction of Rijndael Substitution box and the effect of varying the design components on its cryptographic properties.Defence Science Journal, 2012, 62(1, pp.32-37, DOI:http://dx.doi.org/10.14429/dsj.62.1439

  20. Snake-in-the-Box Codes for Rank Modulation

    CERN Document Server

    Yehezkeally, Yonatan

    2011-01-01

    Motivated by the rank-modulation scheme with applications to flash memory, we consider Gray codes capable of detecting a single error, also known as snake-in-the-box codes. We study two error metrics: Kendall's $\\tau$-metric, which applies to charge-constrained errors, and the $\\ell_\\infty$-metric, which is useful in the case of limited magnitude errors. In both cases we construct snake-in-the-box codes with rate asymptotically tending to 1. We also provide efficient successor-calculation functions, as well as ranking and unranking functions. Finally, we also study bounds on the parameters of such codes.

  1. AN ALGORITHM FOR AUTOMATICALLY GENERATING BLACK-BOX TEST CASES

    Institute of Scientific and Technical Information of China (English)

    XuBaowen; NieChanghai; 等

    2003-01-01

    Selection of test cases plays a key role in improving testing efficiency.Black-box testing is an important way of testing,and is validity lies on the secection of test cases in some sense.A reasonable and effective method about the selection and generation of test cascs is urgently needed.This letter first introduces some usual methods on black-box test case generation,then proposes a new glgorithm based on interface parameters and discusses its properties,finally shows the effectiveness of the algorithm.

  2. AN ALGORITHM FOR AUTOMATICALLY GENERATING BLACK-BOX TEST CASES

    Institute of Scientific and Technical Information of China (English)

    Xu Baowen; Nie Changhai; Shi Qunfeng; Lu Hong

    2003-01-01

    Selection of test cases plays a key role in improving testing efficiency. Black-box testing is an important way of testing, and its validity lies on the selection of test cases in some sense. A reasonable and effective method about the selection and generation of test cases is urgently needed. This letter first introduces some usualmethods on black-box test case generation,then proposes a new algorithm based on interface parameters and discusses its properties, finally shows the effectiveness of the algorithm.

  3. The inherited sewing box [second edition][artists' book

    OpenAIRE

    2011-01-01

    this small 16pp book, designed to replicate a needle-case, explores the contents of a sewing box that was inherited on the death of a family member. Pen and ink drawings are juxtaposed with short statements from the family who recall their memories of the sewing-box and its contents The book combines ink-jet printing with typewritten text and rubber stamps; four of the edition includes fabric elements that are machine-stitched to the pages. Felt covers with button detail and fabric endpap...

  4. Experimental Investigations of Ice Rubble: Shear Box and Pile Testing

    OpenAIRE

    Astrup, Oda Skog

    2012-01-01

    The largest part of an ice ridge consists of unconsolidated ice rubble, whose material properties decide the load from ridges on ships and structures. Material resistance is attributed to the initial freeze-bonds and the friction and interlocking between blocks. The objective of the thesis was to investigate rubble behaviour by two tests: shear box test at NTNU and pile test at HSVA. The shear box test was aimed at investigating freeze-bond mechanisms in rubble. The pile test was aimed at sug...

  5. Fighting Form: Boxing and the Aesthetic Containment of Violence

    OpenAIRE

    Costantino, Jesse David

    2011-01-01

    At the height of its popularity in the United States, the sport of boxing promised to satisfy the desire for an unmediated vision of social experience. Within the ring, race and class difference could be seen in the mutual violence of two bare bodies. New media technologies that emerged from the era--including film, radio, and television--picked up on the ring's peculiar claim to phenomenal reality, and long-established media like literature and the fine arts also turned to boxing and boxers ...

  6. How to handle a Huygens' box inside an enclosure

    DEFF Research Database (Denmark)

    Sørensen, Morten; Bonev, Ivan Bonev; Franek, Ondrej;

    2013-01-01

    It has been suggested that it is possible to replace printed circuit boards with a Huygens' box (HB) representation obtained from a near-field scan in simulation of far-fields from an apparatus. However, the surface equivalence theorem requires that the environment outside HB is the same in the n......It has been suggested that it is possible to replace printed circuit boards with a Huygens' box (HB) representation obtained from a near-field scan in simulation of far-fields from an apparatus. However, the surface equivalence theorem requires that the environment outside HB is the same...

  7. Box jellyfish use terrestrial visual cues for navigation

    DEFF Research Database (Denmark)

    Garm, Anders; Oskarsson, Magnus; Nilsson, Dan-Eric

    2011-01-01

    Box jellyfish have an impressive set of 24 eyes of four different types, including eyes structurally similar to those of vertebrates and cephalopods [1, 2]. However, the known visual responses are restricted to simple phototaxis, shadow responses, and object avoidance responses [3-8], and it has...... been a puzzle why they need such a complex set of eyes. Here we report that medusae of the box jellyfish Tripedalia cystophora are capable of visually guided navigation in mangrove swamps using terrestrial structures seen through the water surface. They detect the mangrove canopy by an eye type...

  8. 悬索桥板桁结合型加劲梁剪力滞计算的简化方法%Simplified Calculation Method for Shear Lag of Plate and Truss Composite Stiffening Girder of Suspension Bridge

    Institute of Scientific and Technical Information of China (English)

    沈锐利; 颜智法; 唐茂林; 朱军颖

    2015-01-01

    T he simplified calculation method for the shear lag of floor system of the plate and truss composite stiffening girder of suspension bridge was researched in the light of the shear lag characteristics of such type of the structure because the work load of modeling for calculating the shear lag ,using the plate and shell finite element method was enormous and the working efficiency was low .In the simplified method ,the truss in the floor system was converted into a continuous thin‐wall girder by the equivalent beam method and the finite element model of the single main girder suspension bridge that could consider the shear deformation influences w as set up .Based on the variational calculus ,the loading influential intervals that considered the structural geometric nonlinearity influences were taken as the span length of an equivalent simply‐supported girder ,the live load ,suspender forces and bearing reaction forces acting on the intervals were taken as the loads and the shear lag under the action of the combination load was solved on the principle of su‐perposition .By way of example of a railway suspension bridge to be built ,the ANSYS was used to set up the plate and shell finite element model for the w hole bridge of the bridge and the calculation of the shear lag of the model w as analyzed and compared to that implemented by the simplified method .The results of the analysis and comparison proved that the simplified method has high cal‐culation accuracy .%针对采用板壳有限元方法计算悬索桥板桁结合型加劲梁桥面系剪力滞的建模工作量巨大、效率低下的情况,根据该类结构剪力滞的特性,研究其简化计算方法。该方法采用换算梁法将板桁结合桥面系桁梁换算为连续薄壁梁;建立能够考虑剪切变形影响的单主梁悬索桥有限元模型;以变分法为基础,将考虑了结构几何非线性影响的加载影响区间作为等效简支梁的跨

  9. 混凝土曲线梁桥双向规则性判别参数影响分析探讨%Bidirectional Regularity Discriminant Parameter Impact Analysis for Concrete Curve Girder Bridge

    Institute of Scientific and Technical Information of China (English)

    王忠欲; 程鹏; 罗德专

    2013-01-01

    为给我国桥梁抗震设计规范的修订提供参考资料,从抗震设计反应谱理论角度,通过改变地震动的输入方向,引入抗侧力桥墩的“相对墩底剪力比”参数来判别混凝土曲线梁桥的双向规则性,探讨了圆心角、曲线半径、跨径、跨宽比和跨高比等结构参数变化对混凝土曲线梁桥横桥向和纵桥向规则性地震行为的影响规律.研究表明:圆心角是影响混凝土曲线梁桥双向规则性的主要因素,而跨径、跨宽比和跨高比等参数的影响可以忽略,曲线半径不应作为定义规则曲线梁桥的参数;曲线梁桥当满足单跨圆心角φ小于35°,且多跨一联累计圆心角φ小于55°时具有双向规则性,规则曲线梁桥的地震力可比拟为等参的直线桥进行简化抗震计算,计算结果偏于保守.%Aimed at providing references for Chinese seismic design code revision, from seismic design response spectrum theory of view, by changing input direction of ground motion, "relative pier shear ratio" parameter of resist lateral force piers is introducied to judge concrete curve girder bridge's bidirectional directions regularity.This study conducts structure parameters change affecting the lateral and longitudinal regularity seismic behavior of concrete curve girger bridge, such as central angle, curve radius, span, the span-width ratio and span-height ratio parameter, etc.Research shows: Central angle parameter is the major factor affecting the bidirectional regularity of concrete curve girder bridge, while the influences by span, span-width ratio and span-height ratio parameters can be ignored ; Curve radius should not be used to define regular curve girder bridge as one parameter; As a curve girder bridge meets the central angle φ less than 35 degrees, meanwhile the accumulative total of central angle of multispans Ψ less than 55 degrees, It satisfies bidirectional regularity,so it can be analyzed by simplified antiseismic

  10. 船体梁刚度对波激振动影响的比较研究%Comparative study of the effect of hull-girder stiffness on springing behaviors

    Institute of Scientific and Technical Information of China (English)

    汪雪良; 顾学康; 胡嘉骏

    2016-01-01

    With the large scale development trend, the lengths of ships are constantly increasing. As a re⁃sult, high strength steel is widely used due to the demand of lightweight design of ship structures. Hull gird⁃er of the ship, in particular, becomes much more flexible than those of small and medium-sized ships. This results in different characteristics of springing behaviors of ship structures when the ship travels on the sea. In this paper, a large engineering ship is taken as the research subject in order to study its low-and high-frequency wave induced load responses in waves. Two kinds of steel girders with different trans⁃verse-section moments of inertia are used to simulate original and changed stiffness in a segmented model. The 3D hydroelasticity theory is employed to predict responses of the ship in waves, and comparison analy⁃sis is also conducted between experimental and theoretical results. It is shown that springing behavior is prone to happen with low hull-girder stiffness, and continual springing behavior will result in serious fa⁃tigue damage to ship structures. The necessity of considering the hull-girder stiffness as an important pa⁃rameter in the structural optimization design of large ships is thus verified as the effect of hull-girder stiff⁃ness on springing behaviors cannot be neglected.%船舶大型化发展的趋势使得其尺度越来越大,而结构轻量化设计的需求则使高强度钢被大量应用于其结构设计之中,相对于传统的小尺度船舶,相对刚度的下降使得船体梁变得越来越“软”,这将导致大型船舶在波浪中航行时船体结构波激振动特性发生变化。采用模型试验和理论预报的方法,研究某大型工程船在不同船体梁刚度下的低频和高频垂向波浪载荷响应。分段试验模型采用2种横剖面惯性矩的钢质梁,用以分别模拟船舶横剖面原始的和变化后的刚度。采用三维水弹性理论对该船在波浪

  11. Dynamic inhomogeneous S-Boxes in AES: a novel countermeasure against power analysis attacks

    Institute of Scientific and Technical Information of China (English)

    Chen Yicheng; Zou Xuecheng; Liu Zhenglin; Han Yu; Zheng Zhaoxia

    2008-01-01

    Substitution boxes (S-Boxes) in advanced encryption standard (AES) are vulnerable to attacks by power analysis. The general S-Boxes masking schemes in circuit level need to adjust the design flow and library databases. The masking strategies in algorithm level view each S-Box as an independent module and mask them respectively, which are costly in size and power for non-linear characteristic of S-Boxes. The new method uses dynamic inhomogeneous S-Boxes instead of traditional homogeneous S-Boxes, and arranges the S-Boxes randomly. So the power and data path delay of substitution unit become unpredictable. The experimental results demonstrate that this scheme takes advantages of the circuit characteristics of various S-Box implementations to eliminate the correlation between crypto operation and power. It needs less extra circuits and suits resource constrained applications.

  12. Seismic vulnerability analysis of regular continuous girder bridges%规则连续梁桥地震易损性研究

    Institute of Scientific and Technical Information of China (English)

    张菊辉; 管仲国

    2014-01-01

    Structural performance indices for regular continuous girder bridges under different damage states were discussed based on the displacement ductility ratio.On the OpenSees platform,a structural dynamic analysis model was established by using nonlinear fiber beam elements.100 earthquake ground motion records were selected,and the nonlinear time-history analysis was performed,thus the fragility curves under different damage states were constructed. Through parametric analysis,the effects of pier height,bearing types and transverse reinforcement ratios on the fragility curves were studied.The results show that the development degree of ductility of the continuous bridge has a great effect on the structural seismic vulnerability.The fragility curves obtained under minor damage and moderate damage seem to be very close;while under extensive damage,the bridge shows a good performance against earthquake forces.With the increase of pier height,the lower level of damage probability of the structure is observed;meanwhile,the improvement in the fragility by using the plate rubber bearings is excellent for a short-pier bridge,but very limited for a high-pier one. The effect of increasing the transverse reinforcement ratio on fragility curves can be neglected for structural damage in early stage,but it can significantly increase the structural capacity from collapse.%基于位移延性比探讨规则连续梁桥在不同损伤状态下的结构性能控制指标;基于OpenSees平台采用纤维模型建立结构动力分析模型,选取100条强震记录通过非线性时程反应分析计算结构地震易损性曲线。研究不同墩高、支座形式及配箍率对结构地震易损性影响,结果表明,连续梁桥的地震易损性受延性发育程度影响较大,发生中等与轻微破坏概率较相近,对严重破坏有较好的耐损性;结构耐损性随墩高的增大而增加;采用板式橡胶支座可显著提高矮墩桥梁的耐损性,对

  13. IEA Common Exercise 4: ARX, ARMAX and grey-box models for thermal performance characterization of the test box

    DEFF Research Database (Denmark)

    Bacher, Peder; Andersen, Philip Hvidthøft Delff

    In this report results of applying time series models for assessing the thermal performance of the IEA Annex 58 test box based on data given in the Common Exercise 4 (CE4), which was measured in Almeria, Spain. Both ARX, ARMAX and grey-box models are applied. Finally, the same models are fitted...... for the Common Exercise 3b (CE3) data measured in Belgium and the results are compared. The focus in this report is on model selection and validation enabling a stable and reliable performance assessment. Basically, the challenge is to find a procedure for each type of model, which can give un...... radiation is present data), these aspects are discussed. Furthermore, new models for enhancing the description of the effect of solar radiation on the test box is presented....

  14. F-box protein FBXL2 inhibits gastric cancer proliferation by ubiquitin-mediated degradation of forkhead box M1.

    Science.gov (United States)

    Li, Liang-qing; Pan, Dun; Chen, Hui; Zhang, Lin; Xie, Wen-jun

    2016-02-01

    F-box/LRR-repeat protein 2 (FBXL2), a component of Skp-Cullin-F box (SCF) ubiquitin E3 ligase, has been shown to inhibit tumorigenesis by targeting and ubiquitinating several oncoproteins. However, its role in gastric cancer remains poorly understood. Here, by tandem mass spectrometry, we show that FBXL2 interacts with forkhead box M1 (FoxM1) transcription factor. As a result, FBXL2 promotes ubiquitination and degradation of FoxM1 in gastric cancer cells. Furthermore, overexpression of FBXL2 inhibits, while its deficiency promotes cell proliferation and invasion. Expression levels of cell-cycle regulators (Cdc25B and p27), which are down-stream target effectors of FoxM1, are also regulated by FBXL2. Therefore, our results uncover a previous unknown network involving FBXL2 and FoxM1 in the regulation of gastric cancer growth.

  15. Energy Savings Assessment for Digital-to-Analog Converter Boxes

    Energy Technology Data Exchange (ETDEWEB)

    Cheung, Hoi Ying Iris; Meier, Alan; Brown, Richard

    2011-01-18

    The Digital Television (DTV) Converter Box Coupon Program was administered by the U.S. government to subsidize purchases of digital-to-analog converter boxes, with up to two $40 coupons for each eligible household. In order to qualify as Coupon Eligible Converter Boxes (CECBs), these devices had to meet a number of minimum performance specifications, including energy efficiency standards. The Energy Star Program also established voluntary energy efficiency specifications that are more stringent than the CECB requirements. In this study, we measured the power and energy consumptions for a sample of 12 CECBs (including 6 Energy Star labeled models) in-use in homes and estimated aggregate energy savings produced by the energy efficiency policies. Based on the 35 million coupons redeemed through the end of the program, our analysis indicates that between 2500 and 3700 GWh per year are saved as a result of the energy efficiency policies implemented on digital-to-analog converter boxes. The energy savings generated are equivalent to the annual electricity use of 280,000 average US homes.

  16. 77 FR 74513 - Folding Gift Boxes From China

    Science.gov (United States)

    2012-12-14

    ...)). Background The Commission instituted this review on April 2, 2012 (77 FR 19714) and determined on July 6, 2012 that it would conduct an expedited review (77 FR 42762, July 20, 2012). The Commission transmitted... COMMISSION Folding Gift Boxes From China Determination On the basis of the record \\1\\ developed in...

  17. Developing Independent Learners: The Box Hill School Experience

    Science.gov (United States)

    Pavey, Sarah

    2010-01-01

    Box Hill School is an independent school in Surrey, England. In 2008 the English curriculum was abandoned in favour of the International Baccalaureate Diploma (IBD). A library is a statutory requirement of the International Baccalaureate Organisation (IBO) endorsement who also recommend this be managed by a qualified teacher-librarian. In May…

  18. Ancient origin of animal U-box ubiquitin ligases

    Directory of Open Access Journals (Sweden)

    Marín Ignacio

    2010-10-01

    Full Text Available Abstract Background The patterns of emergence and diversification of the families of ubiquitin ligases provide insights about the evolution of the eukaryotic ubiquitination system. U-box ubiquitin ligases (UULs are proteins characterized by containing a peculiar protein domain known as U box. In this study, the origin of the animal UUL genes is described. Results Phylogenetic and structural data indicate that six of the seven main UUL-encoding genes found in humans (UBE4A, UBE4B, UIP5, PRP19, CHIP and CYC4 were already present in the ancestor of all current metazoans and the seventh (WDSUB1 is found in placozoans, cnidarians and bilaterians. The fact that only 4 - 5 genes orthologous to the human ones are present in the choanoflagellate Monosiga brevicollis suggests that several animal-specific cooptions of the U box to generate new genes occurred. Significantly, Monosiga contains five additional UUL genes that are not present in animals. One of them is also present in distantly-related protozoans. Along animal evolution, losses of UUL-encoding genes are rare, except in nematodes, which lack three of them. These general patterns are highly congruent with those found for other two families (RBR, HECT of ubiquitin ligases. Conclusions Finding that the patterns of emergence, diversification and loss of three unrelated families of ubiquitin ligases (RBR, HECT and U-box are parallel indicates that there are underlying, linage-specific evolutionary forces shaping the complexity of the animal ubiquitin system.

  19. How Users Search the Library from a Single Search Box

    Science.gov (United States)

    Lown, Cory; Sierra, Tito; Boyer, Josh

    2013-01-01

    Academic libraries are turning increasingly to unified search solutions to simplify search and discovery of library resources. Unfortunately, very little research has been published on library user search behavior in single search box environments. This study examines how users search a large public university library using a prominent, single…

  20. Preferences for nest boxes as environmental enrichment for laboratory mice

    NARCIS (Netherlands)

    Van de Weerd, HA; Van Loo, PLP; Van Zutphen, LFM; Koolhaas, JM; Baumans, [No Value

    1998-01-01

    In nature, mice live in burrows with nest chambers where they breed and may hide from predators. In the laboratory, a shelter or refuge is an easily applicable form of enrichment which may enhance the welfare of laboratory mice by giving them more control over their environment. Six nest boxes made