WorldWideScience

Sample records for exterior wall loadings

  1. Seismic strengthening of RC structures with exterior shear walls

    Indian Academy of Sciences (India)

    Hasan Kaplan; Salih Yilmaz; Nihat Cetinkaya; Ergin Atimtay

    2011-02-01

    Vulnerable buildings and their rehabilitation are important problems for earthquake regions. In recent decades the goal of building rehabilitation and strengthening has gained research attention and numerous techniques have been developed to achieve this. However, most of these strengthening techniques disturb the occupants, who must vacate the building during renovation. In this study, a new strengthening alternative for RC structures, namely exterior shear walls, has been experimentally investigated under reversed cyclic loading. Using the proposed technique, it is possible to strengthen structures without disturbing their users or vacating the building during renovation. In this technique, shear walls are installed in parallel to the building’s exterior sides. It has been observed that the usage of exterior shear walls considerably improve the capacity and sway stiffness of RC structures. The experimental results have also been compared and found to be in agreement with the numerical solutions. Post attached exterior shear walls behaved as a monolithic member of the structure. Design considerations for the exterior shear wall-strengthened buildings have also been discussed in the paper.

  2. Fire hazards of exterior wall assemblies containing combustible components

    Directory of Open Access Journals (Sweden)

    White Nathan

    2013-11-01

    Full Text Available The Fire Protection Research Foundation has funded a research project on “fire hazards of exterior wall assemblies containing combustible composites”. This paper presents preliminary findings from the project. In particular, statistics relating to exterior wall fires have been reviewed. Exterior wall fires appear to account for somewhere between 1.3% and 3% of structure fires in the selected property types investigated. Fires involving combustible exterior wall assemblies are low frequency events however the resulting consequences in terms of extent of fire spread and injuries and fatalities can be large as demonstrated by selected fire incident case studies. An overview of this project and it's further work is provided.

  3. Monitoring Interior and Exterior Wall Inspections within a Virtual Environment

    Directory of Open Access Journals (Sweden)

    A. Z. Sampaio

    2012-01-01

    Full Text Available This paper describes two prototype applications based on the Virtual Reality (VR technology for use in maintenance planning of buildings. In a building, the paint coating applied to interior walls and the different types of materials applied to façades convey their aesthetic character and also perform an important function of protection. This a construction component which is exposed to agents of deterioration related to its use, needing the regular evaluation of its state of repair. The applications support the performance of such periodic inspections and the monitoring of interior and exterior wall maintenance, using the VR technology. Used during an inspection visit, the applications allow users to consult a database of irregularities, normally associated with the coating, classified by the most probable causes and by the recommended repair methodologies. In addition, a chromatic scale related to the degree of deterioration of the coating, defined as a function of the time between the dates of the application of the paint and the scheduled repainting, can be attributed to each element of coating monitored. This use of the VR technology allows inspections and the evaluation of the degree of wear and tear of materials to be carried out in a highly direct and intuitive manner.

  4. Conceptual Design and Feasibility Analyses of a Robotic System for Automated Exterior Wall Painting

    Directory of Open Access Journals (Sweden)

    Young S. Kim

    2008-11-01

    Full Text Available There are approximately 6,677,000 apartment housing units in South Korea. Exterior wall painting for such multi-dwelling apartment housings in South Korea represents a typical area to which construction automation technology can be applied for improvement in safety, productivity, quality, and cost over the conventional method. The conventional exterior wall painting is costly and labor-intensive, and it especially exposes workers to significant health and safety risks. The primary objective of this study is to design a conceptual model of an exterior wall painting robot which is applicable to apartment housing construction and maintenance, and to conduct its technical?economical feasibility analyses. In this study, a design concept using a high ladder truck is proposed as the best alternative for automation of the exterior wall painting. Conclusions made in this study show that the proposed exterior wall painting robot is technically and economically feasible, and can greatly enhance safety, productivity, and quality compared to the conventional method. Finally, it is expected that the conceptual model of the exterior wall painting robot would be efficiently used in various applications in exterior wall finishing and maintenance of other architectural and civil structures such as commercial buildings, towers, and high-rise storage tanks.

  5. Measure Guideline: Incorporating Thick Layers of Exterior Rigid Insulation on Walls

    Energy Technology Data Exchange (ETDEWEB)

    Lstiburek, Joseph [Building Science Corporation, Westford, MA (United States); Baker, Peter [Building Science Corporation, Westford, MA (United States)

    2015-04-01

    This measure guideline provides information about the design and construction of wall assemblies that use layers of rigid exterior insulation thicker than 1-½ inches and that require a secondary cladding attachment location exterior to the insulation. The guideline is separated into several distinct sections that cover: fundamental building science principles relating to the use of exterior insulation on wall assemblies; design principles for tailoring this use to the specific project goals and requirements; and construction detailing to increase understanding about implementing the various design elements.

  6. Measure Guideline. Incorporating Thick Layers of Exterior Rigid Insulation on Walls

    Energy Technology Data Exchange (ETDEWEB)

    Lstiburek, Joseph [Building Science Corporation, Westford, MA (United States); Baker, Peter [Building Science Corporation, Westford, MA (United States)

    2015-04-09

    This measure guideline, written by the U.S. Department of Energy’s Building America team Building Science Corporation, provides information about the design and construction of wall assemblies that use layers of rigid exterior insulation thicker than 1-½ in. and that require a secondary cladding attachment location exterior to the insulation. The guideline is separated into several distinct sections that cover: (1) fundamental building science principles relating to the use of exterior insulation on wall assemblies; (2) design principles for tailoring this use to the specific project goals and requirements; and (3) construction detailing to increase understanding about implementing the various design elements.

  7. Modeling thermal performance of exterior walls retrofitted from insulation and modified laterite based bricks materials

    Science.gov (United States)

    Wati, Elvis; Meukam, Pierre; Damfeu, Jean Claude

    2017-06-01

    Uninsulated concrete block walls commonly found in tropical region have to be retrofitted to save energy. The thickness of insulation layer used can be reduced with the help of modified laterite based bricks layer (with the considerably lower thermal conductivity than that of concrete block layer) during the retrofit building fabrics. The aim of this study is to determine the optimum location and distribution of different materials. The investigation is carried out under steady periodic conditions under the climatic conditions of Garoua in Cameroon using a Simulink model constructed from H-Tools (the library of Simulink models). Results showed that for the continuous air-conditioned space, the best wall configuration from the maximum time lag, minimum decrement factor and peak cooling transmission load perspective, is dividing the insulation layer into two layers and placing one at the exterior surface and the other layer between the two different massive layers with the modified laterite based bricks layer at the interior surface. For intermittent cooling space, the best wall configuration from the minimum energy consumption depends on total insulation thickness. For the total insulation thickness less than 8 cm approximately, the best wall configuration is placing the half layer of insulation material at the interior surface and the other half between the two different massive layers with the modified earthen material at the exterior surface. Results also showed that, the optimum insulation thickness calculated from the yearly cooling transmission (estimated only during the occupied period) and some economic considerations slightly depends on the location of that insulation.

  8. The DEMO wall load challenge

    Science.gov (United States)

    Wenninger, R.; Albanese, R.; Ambrosino, R.; Arbeiter, F.; Aubert, J.; Bachmann, C.; Barbato, L.; Barrett, T.; Beckers, M.; Biel, W.; Boccaccini, L.; Carralero, D.; Coster, D.; Eich, T.; Fasoli, A.; Federici, G.; Firdaouss, M.; Graves, J.; Horacek, J.; Kovari, M.; Lanthaler, S.; Loschiavo, V.; Lowry, C.; Lux, H.; Maddaluno, G.; Maviglia, F.; Mitteau, R.; Neu, R.; Pfefferle, D.; Schmid, K.; Siccinio, M.; Sieglin, B.; Silva, C.; Snicker, A.; Subba, F.; Varje, J.; Zohm, H.

    2017-04-01

    For several reasons the challenge to keep the loads to the first wall within engineering limits is substantially higher in DEMO compared to ITER. Therefore the pre-conceptual design development for DEMO that is currently ongoing in Europe needs to be based on load estimates that are derived employing the most recent plasma edge physics knowledge. An initial assessment of the static wall heat load limit in DEMO infers that the steady state peak heat flux limit on the majority of the DEMO first wall should not be assumed to be higher than 1.0 MW m-2. This compares to an average wall heat load of 0.29 MW m-2 for the design {\\tt {EU}}{\\tt {~}}{\\tt {DEMO1}}{\\tt {~2015}} assuming a perfect homogeneous distribution. The main part of this publication concentrates on the development of first DEMO estimates for charged particle, radiation, fast particle (all static) and disruption heat loads. Employing an initial engineering wall design with clear optimization potential in combination with parameters for the flat-top phase (x-point configuration), loads up to 7 MW m-2 (penalty factor for tolerances etc not applied) have been calculated. Assuming a fraction of power radiated from the x-point region between 1/5 and 1/3, peaks of the total power flux density due to radiation of 0.6-0.8 MW m-2 are found in the outer baffle region. This first review of wall loads, and the associated limits in DEMO clearly underlines a significant challenge that necessitates substantial engineering efforts as well as a considerable consolidation of the associated physics basis.

  9. Construction Guidelines for High R-Value Walls without Exterior Rigid Insulation

    Energy Technology Data Exchange (ETDEWEB)

    Arena, Lois B. [Steven Winter Associates, Inc., Norwalk, CT (United States). Consortium for Advanced Residential Buildings

    2016-07-13

    High-R wall assemblies (R-40 and above) are gaining popularity in the market due to programs like the DOE's Zero Energy Ready Home program, Passive House (PH), Net Zero Energy Home (NZEH) challenges in several states, and highly incentivized retrofit programs. In response to this demand, several builders have successfully used 'double wall' systems to more practically achieve higher R-values in thicker, framed walls. To builders of conventional stick-framed homes, often one of the most appealing features of double wall systems is that there are very few new exterior details. Exterior sheathing, structural bracing, house wrap or building paper, window and door flashing, and siding attachment are usually identical to good details in conventional framed wall systems. The information presented in this guide is intended to reduce the risk of failure in these types of assemblies, increase durability, and result in a reduction of material brought to landfills due to failures and resulting decay. While this document focuses on double wall framing techniques, the majority of the information on how to properly construct and finish high R-value assemblies is applicable to all wall assemblies that do not have foam insulation installed on the exterior of the structural sheathing. The techniques presented have been shown through field studies to reduce the likelihood of mold growth and moisture related damage and are intended for builders, framing contractors, architects, and consultants involved in designing and building super insulated homes.

  10. Compare the difference of architecture design in Hong Kong and Penang – Exterior wall

    Directory of Open Access Journals (Sweden)

    Liu Wen Tao

    2015-12-01

    Full Text Available This research focuses on the exterior wall of architecture design of Hong Kong and Penang, it also analyzes how light pollution affects human life. As we know, Hong Kong prefers to use steel to build skyscrapers and middle or high rise buildings. However, Penang prefers to use concrete to do the construction. So, there are some advantages and disadvantages between the glass curtain wall and concrete wall in Hong Kong and Penang. The researcher used 400 samples to determine effect of the glass curtain wall and concrete wall on human life in Hong Kong and Penang separately. The result is light pollution created by glass curtain wall in Hong Kong is a serious problem to residents’ life. The glass curtain wall seriously glaze people’s eyes who drive or walk on the street. Thus, many car accidents were caused by this problem. The concrete wall is more often contaminated by fungus and difficult to clean. But, concrete wall is more natural and green for humans. Therefore, from the sustainable aspect that concrete is more healthy for humans, the previous researchers suggest that if the exterior wall is a mixture of both glass curtain and concrete it will not cause light pollution and will be easily involved in the natural environment.

  11. Integrated Life Cycle Energy and Greenhouse Gas Analysis of Exterior Wall Systems for Residential Buildings

    Directory of Open Access Journals (Sweden)

    Reza Broun

    2014-11-01

    Full Text Available This paper investigates the breakdown of primary energy use and greenhouse gas (GHG emissions of two common types of exterior walls in the U.K.: insulated concrete form (ICF and cavity walls. A comprehensive assessment was conducted to evaluate the environmental performance of each exterior wall system over 50 years of service life in Edinburgh and Bristol. The results indicate that for both wall systems, use phase is the major contributor to the overall environmental impacts, mainly due to associated electricity consumption. For the ICF wall system in Edinburgh, 91% of GHG emissions were attributed to the use phase, with 7.8% in the pre-use and 1.2% in end-of-life phases. For the same system in Bristol, emissions were 89%, 9% and 2%, respectively. A similar trend was observed for cavity wall systems in both locations. It was concluded that in each scenario, the ICF wall system performed better when compared to the cavity wall system. The results of the sensitivity analysis clearly show that the uncertainties relevant to the change of the thickness of the wall are quite tolerable: variable up to 5%, as far as energy and greenhouse emissions are concerned.

  12. Moisture conditions for organic and mineral-based insulation products used in exterior walls and attics in traditional Danish dwellings

    DEFF Research Database (Denmark)

    Rasmussen, Torben Valdbjørn

    2005-01-01

    and attics were insulated with cellulose, flax and mineral wool as thermal insulation. Exterior walls were constructed without PE vapour barriers while ceilings were constructed with PE vapour barriers. The investigation showed that for a typical Danish way to construct dwellings neither the moisture......On a Danish housing estate moisture sensors were installed in dwellings, partly in exterior walls and partly in attics. At each location sensors were installed within the insulation at two positions, one facing the outer cold side and the other facing the inner warm side. The exterior walls...... conditions in walls nor attics provide a risk or concern of mould growth in the thermal insulation....

  13. Exterior 3D lamb problem: Harmonic load distributed over a surface

    Science.gov (United States)

    Il'yasov, Kh. Kh.; Kravtsov, A. V.; Kuznetsov, S. V.; Sekerzh-Zen'kovich, S. Ya.

    2016-06-01

    The solutions of the exterior Lamb problem with a distributed harmonic surface load acting on the boundary of an elastic half-space are studied. A load normal to the surface and distributed over the surface as the Poisson kernel is considered. The solution is constructed with the use of integral transforms and the finite-element method.

  14. Construction Guidelines for High R-Value Walls without Exterior Rigid Insulation

    Energy Technology Data Exchange (ETDEWEB)

    Arena, Lois B. [Steven Winter Associates, Inc., Norwalk, CT (United States). Consortium for Advanced Residential Buildings (CARB)

    2016-07-13

    High R-value wall assemblies (R-40 and above) are gaining popularity in the market due to programs such as the U.S. Department of Energy Zero Energy Ready Home program, Passive House, Net Zero Energy Home challenges in several states, and highly incentivized retrofit programs. In response to this demand, several builders have successfully used double-wall systems to achieve higher R-values in thicker, framed walls. To builders of conventional stick-framed homes, often one of the most appealing features of double-wall systems is that there are very few new exterior details. Exterior sheathings, structural bracings, house wraps or building paper, window and door flashings, and siding attachments are usually identical to good details in conventional framed-wall systems. However, although the details in double-wall systems are very similar to those in conventional stick framing, there is sometimes less room for error. Several studies have confirmed colder temperatures of exterior sheathing in high R-value wall assemblies that do not have exterior rigid foam insulation. These colder temperatures can lead to increased chances for condensation from air exfiltration, and they have the potential to result in moisture-related problems (Straube and Smegal 2009, Arena 2014, Ueno 2015). The information presented in this guide is intended to reduce the risk of failure in these types of assemblies, increase durability, and reduce material brought to landfills due to failures and resulting decay. Although this document focuses on double-wall framing techniques, the majority of the information about how to properly construct and finish high R-value assemblies is applicable to all wall assemblies that do not have foam insulation installed on the exterior of the structural sheathing. The techniques presented have been shown through field studies to reduce the likelihood of mold growth and moisture-related damage and are intended for builders, framing contractors, architects, and

  15. Deformability of plastering compositions in design solutions of modern thermal protective exterior walls

    Directory of Open Access Journals (Sweden)

    R.R. Vakhitov

    2013-04-01

    Full Text Available In recent years, appearance of new constructive decisions for multilayer thermal efficient walls in the practice of design and construction caused the increasing use of protective and decorative plaster compositions. Comprehensive protective plaster systems nowadays are used in the facade insulation systems as a protective layer on the surface of polystyrene foam or mineral wool boards, forming the insulating layer to the outer walls of concrete blocks. They are also used for exterior finish of walls made of gas-concrete blocks, plastering the brickwork of the buildings operated by rehabilitation, in particular, apartment houses of old mass series. The problem of ensuring durability of thermal efficient external walls with the use of protective and decorative plaster systems were identified in this article. The factors, affecting the resistance of facade plasters to the action of external conditions in operating process were considered. The weaknesses in the necessary characteristics of plaster mixtures provided by material manufacturers are revealed. The existing methods for determining crack resistance of plaster compositions are monitored. The author's method of determining the maximum stretch of plaster compositions is given. The article presents tests results of various plaster compositions, confirming the effectiveness of the proposed method.

  16. Investigation of thermal effect on exterior wall surface of building material at urban city area

    Directory of Open Access Journals (Sweden)

    Mohd Fadhil Md Din, Hazlini Dzinun, M. Ponraj, Shreeshivadasan Chelliapan, Zainura Zainun Noor, Dilshah Remaz, Kenzo Iwao

    2012-01-01

    Full Text Available This paper describes the investigation of heat impact on the vertical surfaces of buildings based on their thermal behavior. The study was performed based on four building materials that is commonly used in Malaysia; brick, concrete, granite and white concrete tiles. The thermal performances on the building materials were investigated using a surface temperature sensor, data logging system and infrared thermography. Results showed that the brick had the capability to absorb and store heat greater than other materials during the investigation period. The normalized heat (total heat/solar radiation of the brick was 0.093 and produces high heat (51% compared to granite, confirming a substantial amount of heat being released into the atmosphere through radiation and convection. The most sensitive material that absorbs and stores heat was in the following order: brick > concrete > granite > white concrete tiles. It was concluded that the type of exterior wall material used in buildings had significant impact to the environment.

  17. Investigation of thermal effect on exterior wall surface of building material at urban city area

    Energy Technology Data Exchange (ETDEWEB)

    Md Din, Mohd Fadhil; Dzinun, Hazlini; Ponraj, M.; Chelliapan, Shreeshivadasan; Noor, Zainura Zainun [Institute of Environmental Water Resources and Management (IPASA), Faculty of Civil Engineering, Universiti Teknologi Malaysia, 81310 UTM Skudai, Johor (Malaysia); Remaz, Dilshah [Faculty of Built Environment, Universiti Teknologi Malaysia, 81310 UTM Skudai, Johor (Malaysia); Iwao, Kenzo [Nagoya Institute of Technology, Nagoya (Japan)

    2012-07-01

    This paper describes the investigation of heat impact on the vertical surfaces of buildings based on their thermal behavior. The study was performed based on four building materials that is commonly used in Malaysia; brick, concrete, granite and white concrete tiles. The thermal performances on the building materials were investigated using a surface temperature sensor, data logging system and infrared thermography. Results showed that the brick had the capability to absorb and store heat greater than other materials during the investigation period. The normalized heat (total heat/solar radiation) of the brick was 0.093 and produces high heat (51% compared to granite), confirming a substantial amount of heat being released into the atmosphere through radiation and convection. The most sensitive material that absorbs and stores heat was in the following order: brick > concrete > granite > white concrete tiles. It was concluded that the type of exterior wall material used in buildings had significant impact to the environment.

  18. Adsorption of hydrogen atoms onto the exterior wall of carbon nanotubes and their thermodynamics properties

    Energy Technology Data Exchange (ETDEWEB)

    Ng, T.Y.; Ren, Y.X. [School of Mechanical and Aerospace Engineering, Nanyang Technological University, 50 Nanyang Avenue, Singapore 639798 (Singapore); Liew, K.M. [Department of Building and Construction, City University of Hong Kong, Tat Chee Avenue, Kowloon (China)

    2010-05-15

    In the present work, we present a systematic analysis of the chemisorption process pathway of hydrogen atoms onto the exterior wall of (5,5) carbon nanotubes using the ONIOM2 (B3LYP(6-31+G(d,p):UFF)) scheme, and we avoid the gross assumption of fixing any of the carbon atoms during the simulation. It is shown that the adsorption of hydrogen atoms onto the sidewall of CNTs are energetically favorable and the most stable state is to form two H-C {sigma}-bonds while the original {sigma}-bond between the carbon atoms is totally severed. In particular, we examined the molecular thermodynamics properties for the reaction at a range of temperatures from 77 K to 1000 K, and the results suggests that the reaction is possible at ambient temperature, but it is less favorable than that at lower temperatures. (author)

  19. Building America Case Study: Construction Guidelines for High R-Value Walls without Exterior Rigid Insulation, Cold Climate Region

    Energy Technology Data Exchange (ETDEWEB)

    2017-01-01

    High-R wall assemblies (R-40 and above) are gaining popularity in the market due to programs like the DOE's Zero Energy Ready Home program, Passive House (PH), Net Zero Energy Home (NZEH) challenges in several states, and highly incentivized retrofit programs. In response to this demand, several builders have successfully used 'double wall' systems to more practically achieve higher R-values in thicker, framed walls. To builders of conventional stick-framed homes, often one of the most appealing features of double wall systems is that there are very few new exterior details. Exterior sheathing, structural bracing, house wrap or building paper, window and door flashing, and siding attachment are usually identical to good details in conventional framed wall systems. The information presented in this guide is intended to reduce the risk of failure in these types of assemblies, increase durability, and result in a reduction of material brought to landfills due to failures and resulting decay. While this document focuses on double wall framing techniques, the majority of the information on how to properly construct and finish high R-value assemblies is applicable to all wall assemblies that do not have foam insulation installed on the exterior of the structural sheathing. The techniques presented have been shown through field studies to reduce the likelihood of mold growth and moisture related damage and are intended for builders, framing contractors, architects, and consultants involved in designing and building super insulated homes.

  20. Building America Case Study: Construction Guidelines for High R-Value Walls without Exterior Rigid Insulation, Cold Climate Region

    Energy Technology Data Exchange (ETDEWEB)

    L. Arena

    2017-01-01

    High-R wall assemblies (R-40 and above) are gaining popularity in the market due to programs like the DOE's Zero Energy Ready Home program, Passive House (PH), Net Zero Energy Home (NZEH) challenges in several states, and highly incentivized retrofit programs. In response to this demand, several builders have successfully used 'double wall' systems to more practically achieve higher R-values in thicker, framed walls. To builders of conventional stick-framed homes, often one of the most appealing features of double wall systems is that there are very few new exterior details. Exterior sheathing, structural bracing, house wrap or building paper, window and door flashing, and siding attachment are usually identical to good details in conventional framed wall systems. The information presented in this guide is intended to reduce the risk of failure in these types of assemblies, increase durability, and result in a reduction of material brought to landfills due to failures and resulting decay. While this document focuses on double wall framing techniques, the majority of the information on how to properly construct and finish high R-value assemblies is applicable to all wall assemblies that do not have foam insulation installed on the exterior of the structural sheathing. The techniques presented have been shown through field studies to reduce the likelihood of mold growth and moisture related damage and are intended for builders, framing contractors, architects, and consultants involved in designing and building super insulated homes.

  1. Analysis on construction technology of exterior insulation of building exterior wall%建筑外墙外保温施工技术解析

    Institute of Scientific and Technical Information of China (English)

    左敬宏

    2015-01-01

    Building energy efficiency has become the inevitable trend of the development of modern architecture, building exterior insulation construction technology can effectively achieve the building energy efficiency,promote the development of China’s building energy efficiency. Exterior insulation construction of building exterior wall requires the use of external wall material and the corresponding construction technology,which can meet the requirements of energy conservation.Therefore,the construction technology of external insulation construction can not only improve people’s quality of life,but also promote the improvement of energy efficiency.In view of the construction technology of exterior insulation construction technology of building exterior insulation, external insulation construction technology is studied,and put forward a reasonable solution to promote the development of China’s construction industry.%建筑节能化已经成为了现代建筑发展的必然趋势,建筑外墙的外保温施工技术可以有效的实现建筑节能,促进我国建筑节能化的发展。建筑外墙的外保温施工需要使用符合节能要求的外部墙体材料以及相应的施工技术,保证建筑物内部的能源利用效率得到有效的提高,达到建筑节能的目的。所以建筑外墙外保温施工技术不仅可以提高人们的生活质量,还能促进能源利用效率的提升。针对建筑外墙外保温施工技术的相关问题,对外保温施工技术进行研究,提出合理的解决措施,促进我国建筑行业的发展。

  2. Moisture conditions for organic and mineral-based insulation products used in exterior walls and attics in traditional Danish dwellings

    DEFF Research Database (Denmark)

    Rasmussen, Torben Valdbjørn

    2005-01-01

    and attics were insulated with cellulose, flax and mineral wool as thermal insulation. Exterior walls were constructed without PE vapour barriers while ceilings were constructed with PE vapour barriers. The investigation showed that for a typical Danish way to construct dwellings neither the moisture...

  3. Wind Load Test of Earthbag Wall

    Directory of Open Access Journals (Sweden)

    Ryan Scott

    2013-08-01

    Full Text Available Earthbag construction is a sustainable, low-cost, housing option for developing countries. Earthbag structures are built of individual soil-filled fabric bags (i.e., sand bags stacked in a running bond pattern. Once stacked, earthbags are compacted and the soil inside the bags is dried in-place to form earthen bricks. Barbed wires are placed between each course to affect shear transfer within the wall. Results of an out-of-plane load test on a full-scale earthbag wall are presented in this paper. The wall was subjected to out-of-plane pressure up to 3.16 kPa, which resulted in plastic deformations up to 50 mm. The wall did not collapse during loading. Wall behavior and force transfer mechanisms are discussed.

  4. Determination of optimum insulation thicknesses using economical analyse for exterior walls of buildings with different masses

    Directory of Open Access Journals (Sweden)

    Okan Kon

    2017-07-01

    Full Text Available In this study, five different cities were selected from the five climatic zones according to Turkish standard TS 825, and insulation thicknesses of exterior walls of sample buildings were calculated by using optimization. Vertical perforated bricks with density of 550 kg/m3 and 1000 kg/m3 were chosen within the study content. Glass wool, expanded polystyrene (XPS, extruded polystyrene (EPS were considered as insulation materials. Additionally, natural gas, coal, fuel oil and LPG were utilized as fuel for heating process while electricity was used for cooling.  Life cycle cost (LCC analysis and degree-day method were the approaches for optimum insulation thickness calculations. As a result, in case of usage vertical perforated bricks with density of 550 kg/m3 and 1000 kg/m3 resulted different values in between 0.005-0.007 m (5-7 mm in the optimum insulation thickness calculations under different insulation materials.  Minimum optimum insulation thickness was calculated in case XPS was preferred as insulation material, and the maximum one was calculated in case of using glass wool.

  5. 石灰-水泥系外墙防水装饰砂浆与外墙外保温系统适应性研究%The adaptive research of lime-cement waterproof decorative mortar for exterior wall and exterior insulation system

    Institute of Scientific and Technical Information of China (English)

    韩方晖; 王栋民; 许晨阳; 刘晓斌; 刘天德

    2012-01-01

    To make lime-cement waterproof decorative mortar for exterior wall which successes through chemical modification technology to be widely applied in exterior insulation system, it must have good adaptability with exterior insulation system. This paper through establishing force diagram of facing external wall thermal insulation and adopting ESP external wall thermal insulation to be used in high-rise building)analyzing and calculating the earthquake effect by level, wind load and both combination effect and vertical stress gravity and bond force: meanwhile,on the basis of the calculation method to calculate the force of the 100 m-high high-rise building top exterior insulation system in the Beijing center: furthermore, calculating the force of facing external wall thermal insulation when the exterior wall facing is ceramic tile, coating and carrying on the comparison. Results indicate: it is safe when the exterior wall facing is lime-cement waterproof decorative mortar for exterior wall in high-rise exterior insulation system; by the size of the load is for ceramic tile > lime-cement waterproof decorative mortar for exterior wall > coating, in comprehensive comparison, lime-cement waterproof decorative mortar for exterior wall has superiority.%要使通过化学改性技术研制成功的石灰-水泥系外墙防水装饰砂浆在外墙外保温系统中得到广泛应用,其必须与外墙外保温系统有很好的适应性.通过建立饰面外墙外保温系统受力图,对采用膨胀聚苯板作为高层建筑外墙外保温时,所受水平地震作用、风荷载和两者组合效应及竖直方向受力重力和压剪粘结力分析计算;同时,依据这些计算方法计算了北京市中心高为100m的高层建筑顶部外墙外保温系统受力情况;计算了外墙饰面为瓷砖、涂料时外墙外保温系统的受力情况,并对其进行比较.结果表明:外墙饰面为石灰-水泥系外墙防水装饰砂浆时应用于高层外

  6. DESIGN SOLUTIONS FOR THERMAL INSULATION OF EXTERIOR WALLS OF CAST-IN-PLACE CONCRETE HIGH-RISE RESIDENTIAL BUILDINGS IN CENTRAL REGIONS OF СHINA

    Directory of Open Access Journals (Sweden)

    Bantserova Ol'ga Leonidovna

    2012-12-01

    Full Text Available A significant portion of the overall heat loss is due to the heat loss through the building envelope. According to the opinions of experts, the surface area of exterior walls has the insulation of about 65 % of the total envelope of apartment buildings; therefore, thermal protection of external walls of buildings is a key issue in ensuring the thermal performance of envelopes of apartment buildings. The author has developed design solutions that assure the thermal protection of exterior walls and that are aimed at identifying the optimal solution in terms of the location of insulation materials, their thermal performance and insulation of exterior walls of apartment buildings in central regions of China. The author presents a comparative analysis of the main methodologies of thermal insulation designated for the exterior walls of multi-storey residential buildings: internal and external insulation, as well as the insulation in-between the wall layers. The analyses of wall designs are based on the insulation performance, thermal insulation performance, methods of mounting different systems of insulation, and cost of work. As a result, practical recommendations originate from the statement that the most optimal designs of exterior walls of monolithic high-rise apartment buildings of central regions of China are those that have insulation on the outside of the building. They include layers of insulation made of extruded polystyrene, which is currently planned for use in the construction of high-rise monolithic residential buildings in central China.

  7. Drug-loaded pseudo-block copolymer micelles with a multi-armed star polymer as the micellar exterior

    Science.gov (United States)

    Xie, Chen; Zhang, Peng; Zhang, Zhengkui; Yang, Chenchen; Zhang, Jialiang; Wu, Wei; Jiang, Xiqun

    2015-07-01

    Supramolecular constructed pseudo block copolymer micelles based on β-cyclodextrin terminated 4 and 7 armed star poly(N-vinylpyrrolidone) and adamantane terminated linear poly(ε-caprolactone) were prepared. The size, morphology, stability and protein adsorption were experimentally examined. The micelles with 7 armed PVP chains as the micellar exterior showed the lowest amount of protein adsorption and the best stability in media. When cabazitaxel, a new taxane, was loaded into the micelles, 14.4% drug loading content and 85% encapsulation efficacy were achieved. In vitro cytotoxicity studies demonstrated that the cabazitaxel-loaded micelles show significant cytotoxicity against drug-resistant A2780/T cell lines. Biodistribution studies showed that the micelles can almost double the content of cargo in tumor sites compared with the free cargo. In vivo antitumor activity examinations indicated that cabazitaxel-loaded micelles show superior antitumor activity over free paclitaxel and free cabazitaxel.Supramolecular constructed pseudo block copolymer micelles based on β-cyclodextrin terminated 4 and 7 armed star poly(N-vinylpyrrolidone) and adamantane terminated linear poly(ε-caprolactone) were prepared. The size, morphology, stability and protein adsorption were experimentally examined. The micelles with 7 armed PVP chains as the micellar exterior showed the lowest amount of protein adsorption and the best stability in media. When cabazitaxel, a new taxane, was loaded into the micelles, 14.4% drug loading content and 85% encapsulation efficacy were achieved. In vitro cytotoxicity studies demonstrated that the cabazitaxel-loaded micelles show significant cytotoxicity against drug-resistant A2780/T cell lines. Biodistribution studies showed that the micelles can almost double the content of cargo in tumor sites compared with the free cargo. In vivo antitumor activity examinations indicated that cabazitaxel-loaded micelles show superior antitumor activity over free

  8. The influence of thermal insulation position in building exterior walls on indoor thermal comfort and energy consumption of residential buildings in Chongqing

    Science.gov (United States)

    Wang, D.; Yu, W.; Zhao, X.; Dai, W.; Ruan, Y.

    2016-08-01

    This paper focused on the influence of using position of thermal insulation materials in exterior walls on the indoor thermal comfort and building energy consumption of residential building in Chongqing. In this study, four (4) typical residential building models in Chongqing were established, which have different usage of thermal insulation layer position in exterior walls. Indoor thermal comfort hours, cooling and heating energy consumption of each model were obtained by using a simulation tool, Energyplus. Based on the simulation data, the influence of thermal insulation position on indoor thermal comfort and building energy consumption in each season was analyzed. The results showed that building with internal insulation had the highest indoor thermal comfort hours and least cooling and heating energy consumption in summer and winter. In transitional season, the highest indoor thermal comfort hours are obtained when thermal insulation is located on the exterior side.

  9. On the Detection of Building Exterior Wall Energy-saving Insulation Materials%建筑外墙节能保温材料检测浅析

    Institute of Scientific and Technical Information of China (English)

    吕志宏

    2015-01-01

    Based on the detection technology of building exterior wall energy-saving insulation materials, this article puts forward the method for the improvement of quality detection of energy saving insulation materials.%本文将立足建筑外墙节能保温材料的检测技术,提出完善节能保温材料质量检测的方法。

  10. Dynamic load test of Arquin-designed CMU wall.

    Energy Technology Data Exchange (ETDEWEB)

    Jensen, Richard Pearson

    2010-02-01

    The Arquin Corporation has developed a new method of constructing CMU (concrete masonry unit) walls. This new method uses polymer spacers connected to steel wires that serve as reinforcing as well as a means of accurately placing the spacers so that the concrete block can be dry stacked. The hollows of the concrete block are then filled with grout. As part of a New Mexico Small Business Assistance Program (NMSBA), Sandia National Laboratories conducted a series of tests that dynamically loaded wall segments to compare the performance of walls constructed using the Arquin method to a more traditional method of constructing CMU walls. A total of four walls were built, two with traditional methods and two with the Arquin method. Two of the walls, one traditional and one Arquin, had every third cell filled with grout. The remaining two walls, one traditional and one Arquin, had every cell filled with grout. The walls were dynamically loaded with explosive forces. No significant difference was noted between the performance of the walls constructed by the Arquin method when compared to the walls constructed by the traditional method.

  11. Inelastic behavior of cold-formed braced walls under monotonic and cyclic loading

    Science.gov (United States)

    Gerami, Mohsen; Lotfi, Mohsen; Nejat, Roya

    2015-06-01

    The ever-increasing need for housing generated the search for new and innovative building methods to increase speed and efficiency and enhance quality. One method is the use of light thin steel profiles as load-bearing elements having different solutions for interior and exterior cladding. Due to the increase in CFS construction in low-rise residential structures in the modern construction industry, there is an increased demand for performance inelastic analysis of CFS walls. In this study, the nonlinear behavior of cold-formed steel frames with various bracing arrangements including cross, chevron and k-shape straps was evaluated under cyclic and monotonic loading and using nonlinear finite element analysis methods. In total, 68 frames with different bracing arrangements and different ratios of dimensions were studied. Also, seismic parameters including resistance reduction factor, ductility and force reduction factor due to ductility were evaluated for all samples. On the other hand, the seismic response modification factor was calculated for these systems. It was concluded that the highest response modification factor would be obtained for walls with bilateral cross bracing systems with a value of 3.14. In all samples, on increasing the distance of straps from each other, shear strength increased and shear strength of the wall with bilateral bracing system was 60 % greater than that with lateral bracing system.

  12. Technology of building exterior wall thermal insulation material%建筑外墙保温材料防火性能技术探析

    Institute of Scientific and Technical Information of China (English)

    邓丽红

    2016-01-01

    近几年,随着我国经济建设的快速发展,各类高层新型建筑也伴随着社会发展和需要大量涌现,建筑的节能要求使得建筑外墙保温材料的使用量巨大。但几场由外墙保温材料引发的重特大火灾,使得政府有关部门认识到提高外墙保温材料防火性能要求的必要性,但如何将外墙保温材料的保温性与防火性有机的结合起来是个新的亟待解决的问题。本文通过分析建筑外墙保温材料的类型及其火灾危险性,结合当前建筑外墙保温材料的防火性能的现状,探析提高建筑外墙保温材料其防火性能的方法。%In recent years,with the rapid development of economic construction in our country,all kinds of tall new building is also accompanied by social development and needs large numbers,building energy-saving requirements makes the building external wall thermal insulation materials of the huge.But a few games by external wall thermal insulation material cause serious fire,the relevant government departments recognize the need to improve the external wall thermal insulation materials fire performance requirements,but how will the exterior wall thermal insulation material of thermal insulation and fireproof combining is a new urgent problems.In this paper,through the analysis of building exterior wall thermal insulation material type and fire hazard,combining with the building exterior wall thermal insulation material fire performance status,of building exterior wall thermal insulation material the fire performance of a method.

  13. STRUCTURAL SOLUTIONS AND SPECIAL FEATURES OF THE THERMAL PROTECTION ANALYSIS OF EXTERIOR WALLS OF BUILDINGS MADE OF AUTOCLAVED GAS-CONCRETE BLOCKS

    Directory of Open Access Journals (Sweden)

    Bedov Anatolij Ivanovich

    2012-10-01

    Full Text Available Relevant structural solutions, physical and mechanical characteristics, coefficients of thermal conductivity for exterior masonry walls made of autoclaved gas-concrete blocks are provided in the article. If a single-layer wall is under consideration, an autoclaved gas-concrete block is capable of performing the two principal functions of a shell structure, including the function of thermal protection and the bearing function. The functions are performed simultaneously. Therefore, the application of the above masonry material means the design development and erection of exterior walls of residential buildings noteworthy for their thermal efficiency. In the event of frameless structures, the height of the residential building in question may be up to 5 stories, while the use of a monolithic or a ready-made frame makes it possible to build high-rise buildings, and the number of stories is not limited in this case. If the average block density is equal to 400…500 kilograms per cubic meter, the designed wall thickness is to be equal to 400 mm. Its thermal resistance may be lower than the one set in the event of the per-element design of the thermal protection (Rreq = 3.41 м2 C/Watt, in Ufa, although it will meet the requirements of the applicable regulations if per-unit power consumption rate is considered.

  14. Non-net casting exterior thermal insulation system on field concrete exterior wall in high storeyed resident building%高层住宅现浇混凝土外墙无网浇合外保温体系

    Institute of Scientific and Technical Information of China (English)

    顾同曾; 夏祖宏; 邸占英

    2001-01-01

    The non - net casting exterior thermal insulation system on field concrete exterior wall in high storeyed resident building is developed firstly at home. This system adopts polystyrene board without steel wire net as thermal insulation board. The cracking resistant layer consists of polymer cement mortar and alkali resistant glass fiber woven scrim, anchored with plastic expanded tube. The tests of bonding power between polystyrene board and concrete, plastic expanded tube pull- out, compressibility, freeze resistance show the system property is reliable and high safe. The thermal measurement test shows the system can meet the requirement of wall body energy - saving 50% stipulated in Beijing "Energy Saving Detailed Regulations", with low construction cost and high work efficiency. The comprehensive construction cost lowers 40%~50% in comparison with back suspending net system.%在国内首次开发了高层住宅现浇混凝土外墙无网浇合外保温体系。该体系采用无钢丝网架的聚苯板为保温板,抗裂层由聚合物水泥砂浆及耐碱玻纤网格布组成,再用塑料胀管锚固。经聚苯板与混凝土粘合力、塑料胀管抗拔力、压缩率及抗冻试验表明该体系性能可靠、安全度高;热工测试表明满足北京市《节能细则》对墙体节能50%的要求;造价低、工效高,综合造价比后挂有网体系降低40%~50%。

  15. Development tendency of exterior building wall greening and insulation system%建筑外墙绿化隔热系统之发展趋势

    Institute of Scientific and Technical Information of China (English)

    张华立; 李光范

    2012-01-01

    Through analyzing and comparing advantages and disadvantages of exterior building wall greening and insulation system at home and abroad, the essay explores the aspects needing improving of wall greening and insulation system with attached-type, external frame and separa- ted-type, climbing-type and planting desktop-type and the developing tendency. Based on existing two-dimensional exterior wall greening system, it puts forward prior covering-type multilevel vertical greening and insulation system.%通过对国内外建筑外墙绿化隔热系统优缺点的分析及比较,探讨了墙体附着式、外框架与墙体分离式、攀爬式和种植台式的墙体绿化隔热系统急需改进的方面和发展趋势,并在现有二维外墙绿化隔热系统上提出更为优越的覆盖式下的多层次垂直绿化隔热系统。

  16. Simulations of Alpha Wall Load in ITER. Final report

    Energy Technology Data Exchange (ETDEWEB)

    Carlsson, Johan

    2010-10-20

    The partially DOE funded International Thermonuclear Experimental Reactor (ITER) will produce massive amounts of energetic charged alpha particles, which are imperfectly confined by a strong magnetic field. The wall of the experiment is designed to withstand an estimated wall load from these fusion alpha particles, but the accuracy of this estimate needs to be improved to avoid potentially catastrophic surprises when the experiment becomes operational. We have added a more accurate, gyro-dynamic model of particle motion to the existing drift-dynamic model in the DELTA5D simulation software used for the project. We have also added the ability to load a detailed engineering model of the wall and use it in the simulations.

  17. Static load test of Arquin-designed CMU wall.

    Energy Technology Data Exchange (ETDEWEB)

    Jensen, Richard Pearson; Cherry, Jeffery L.

    2008-12-01

    The Arquin Corporation has developed a new method of constructing CMU (concrete masonry unit) walls. This new method uses polymer spacers connected to steel wires that serve as reinforcing as well as means of accurately placing the spacers so that the concrete block can be dry stacked. The hollows of the concrete block used in constructing the wall are then filled with grout. As part of a New Mexico Small Business Assistance Program (NMSBAP), Sandia National Laboratories conducted a series of tests that statically loaded wall segments to compare the Arquin method to a more traditional method of constructing CMU walls. A total of 12 tests were conducted, three with the Arquin method using a W5 reinforcing wire, three with the traditional method of construction using a number 3 rebar as reinforcing, three with the Arquin method using a W2 reinforcing wire, and three with the traditional construction method but without rebar. The results of the tests showed that the walls constructed with the Arquin method and with a W5 reinforcing wire withstood more load than any of the other three types of walls that were tested.

  18. Chest wall volumes during inspiratory loaded breathing in COPD patients.

    Science.gov (United States)

    Coutinho Myrrha, Mariana Alves; Vieira, Danielle Soares Rocha; Moraes, Karoline Simões; Lage, Susan Martins; Parreira, Verônica Franco; Britto, Raquel Rodrigues

    2013-08-01

    Chest wall volumes and breathing patterns of 13 male COPD patients were evaluated at rest and during inspiratory loaded breathing (ILB). The sternocleidomastoid (SMM) and abdominal muscle activity was also evaluated. The main compartment responsible for the tidal volume at rest and during ILB was the abdomen. During ILB patients exhibited, in addition to increases in the ratio of inspiratory time to total time of the respiratory cycle and minute ventilation, increases (p<0.05) in the chest wall tidal volume by an increase in abdomen tidal volume as a result of improvement of end chest wall inspiratory volume without changing on end chest wall expiratory volume. The SMM and abdominal muscle activity increased 63.84% and 1.94% during ILB. Overall, to overcome the load imposed by ILB, COPD patients improve the tidal volume by changing the inspiratory chest wall volume without modifying the predominant mobility of the abdomen at rest and without affecting the end chest wall expiratory volume. Copyright © 2013 Elsevier B.V. All rights reserved.

  19. Application of Glazed Hollow Bead in Exterior Insulation of Antique Building’s Exterior Wall%玻化微珠在仿古建筑外墙外保温中的应用

    Institute of Scientific and Technical Information of China (English)

    杨卫敬; 韩阳

    2016-01-01

    With the national requirements of building’s exterior insulation are more stringent, building’s exterior wall materials are developing rapidly. Antique building materials are widely used in the actual engineering project because of energy efficiency and heat consumption reduction. Antique buildings not only meet national traditional plane combinations and facade designs, but also comply with modern architectural related design regulation. To choose a suitable thermal insulation material has been a focused issue. After the correlation analysis and performance comparison of different antique building materials, glazed hollow bead is proved to be one suitable material for antique building insulation.%随着国家对建筑外墙保温的要求愈趋严格,建筑节能材料的发展十分迅速。因节能材料具有节省能源、降低热量消耗的作用,在实际工程项目中的应用十分广泛。仿古建筑不仅要满足中国传统的平面组合方式及立面造型,同时,还必须符合现代建筑设计相关规范。为仿古建筑选择合适的保温材料一直是人们关注的热点。通过对仿古建筑外墙外保温材料选择的相关分析,及各种保温材料的性能对比,得出玻化微珠保温砂浆是目前较适合仿古建筑的保温材料。

  20. Experience summary of building of exterior wall thermal insulation construction%建筑物外墙保温施工经验总结

    Institute of Scientific and Technical Information of China (English)

    闫卫进

    2011-01-01

    通过工程实践,详细介绍了建筑物外墙保温材料的选择、设计及施工要求,并列举了外墙保温施工易产生的质量缺陷,同时给出了相应的处理方法,有效控制了施工质量,达到保温、节能的效果。%Through the engineering practice,the paper detailed introduced the selection,design and construction requirements of building of exterior wall thermal insulation material,and listed the easy to produce quality defects of external wall thermal insulation c

  1. 外墙纤维砂浆弹性涂料的施工技术%Exterior wall of elastic fiber mortar coating construction technology

    Institute of Scientific and Technical Information of China (English)

    苏亚森

    2012-01-01

    随着我国国民经济突飞猛进的发展,城市高层建筑林立,本着绿色、环保、低碳的理念,许许多多的建筑物设计采用外墙涂料饰面,而外墙涂料龟裂等现象又是多年来本行业常见的质量通病。为了攻关这一难题,多年来,我司在外墙涂料施工中,一方面在材料方面进一步的改进和完善,另一方面在涂饰的工艺方法进行了优化,取得了良好成效。%With China's national economy development by leaps and bounds,city high-rise buildings lining,in line with green,environmental protection,low carbon concept,hundreds of buildings design USES wall paint finishes,and exterior coating the phenomenon such as cracking and industry for many years the common quality problems.In order to research the problem,for many years,our company in exterior coating in construction,on the one hand,in the material aspects further improvement and perfection,on the other hand in finishing process method optimized,and achieved good results.

  2. Design of SC walls and slabs for impulsive loading

    Energy Technology Data Exchange (ETDEWEB)

    Varma, Amit H. [Purdue Univ., West Lafayette, IN (United States)

    2015-11-11

    Reinforced concrete (RC) structures have historically been the preferred choice for blast resistant structures because of their mass and the ductility provided by steel reinforcement. Steel-plate composite (SC) walls are a viable alternative to RC for protecting the infrastructure against explosive threats. SC structures consist of two steel faceplates with a plain concrete core between them. The steel faceplates are anchored to the concrete using stud anchors and connected to each other using tie bars. SC structures provide mass from the concrete infill and ductility from the continuous external steel faceplates. This dissertation presents findings and recommendations from experimental and analytical investigations of the performance of SC walls subjected to far-field blast loads.

  3. Exterior Insulation Implications for Heating and Cooling Systems in Cold Climates

    Energy Technology Data Exchange (ETDEWEB)

    Herk, Anastasia [IBACOS Inc., Pittsburgh, PA (United States); Poerschke, Andrew [IBACOS Inc., Pittsburgh, PA (United States)

    2015-04-09

    The New York State Energy Research and Development Authority (NYSERDA) is interested in finding cost-effective solutions for deep energy retrofits (DERs) related to exterior wall insulation in a cold climate, with targets of 50% peak load reduction and 50% space conditioning energy savings. The U.S. Department of Energy Building America team, IBACOS, in collaboration with GreenHomes America, Inc. (GHA), was contracted by NYSERDA to research exterior wall insulation solutions. In addition to exterior wall insulation, the strategies included energy upgrades where needed in the attic, mechanical and ventilation systems, basement, band joist, walls, and floors. Under Building America, IBACOS is studying the impact of a “thermal enclosure” DER on the sizing of the space conditioning system and the occupant comfort if the thermal capacity of the heating and cooling system is dramatically downsized without any change in the existing heating and cooling distribution system (e.g., size, tightness and supply outlet configurations).

  4. Exterior Insulation Implications for Heating and Cooling Systems in Cold Climates

    Energy Technology Data Exchange (ETDEWEB)

    Herk, Anastasia; Poerschke, Andrew

    2015-04-01

    The New York State Energy Research and Development Authority (NYSERDA) is interested in finding cost-effective solutions for deep energy retrofits (DERs) related to exterior wall insulation in a cold climate, with targets of 50% peak load reduction and 50% space conditioning energy savings. The U.S. Department of Energy Building America team, IBACOS, in collaboration with GreenHomes America, Inc. (GHA), was contracted by NYSERDA to research exterior wall insulation solutions. In addition to exterior wall insulation, the strategies included energy upgrades where needed in the attic, mechanical and ventilation systems, basement, band joist, walls, and floors. Under Building America, IBACOS is studying the impact of a “thermal enclosure” DER on the sizing of the space conditioning system and the occupant comfort if the thermal capacity of the heating and cooling system is dramatically downsized without any change in the existing heating and cooling distribution system (e.g., size, tightness and supply outlet configurations).

  5. 建筑外墙保温施工技术分析%Analysis on the construction technique of exterior wall system of building

    Institute of Scientific and Technical Information of China (English)

    连惠坦

    2014-01-01

    Energy saving of buildings is an important part of architecture construction. Technicians should pay high attention to the construction technique of exterior wall system of building.This paper analyzes some details of constructions including material,design,construction technique and management to improve the performance of wall insulation systems,ensure the quality of construction and then enhance both the investment effect and sustainable of ecotope.%建筑节能保温工程是建筑工程施工的重要组成部分。建筑施工技术人员应对建筑节能保温技术高度重视,从系统的材料、设计、施工工艺及管理等几个方面着手,确保外墙外保温技术的原材料及施工质量,促进建筑投资效益和生态环境的可持续发展。

  6. Parametric study of cantilever walls subjected to seismic loading

    Science.gov (United States)

    Comina, Cesare; Corigliano, Mirko; Foti, Sebastiano; Lai, Carlo G.; Lancellotta, Renato; Leuzzi, Francesco; Nicosia, Giovanni Li Destri; Paolucci, Roberto; Pettiti, Alberto; Psarropoulos, Prodromos N.; Zanoli, Omar

    2008-07-01

    The design of flexible earth retaining structures under seismic loading is a challenging geotechnical problem, the dynamic soil-structure interaction being of paramount importance for this kind of structures. Pseudo-static approaches are often adopted but do not allow a realistic assessment of the performance of the structure subjected to the seismic motions. The present paper illustrates a numerical parametric study aimed at estimating the influence of the dynamic soil-structure interaction in the design. A series of flexible earth retaining walls have been preliminary designed according to the requirements of Eurocode 7 and Eurocode 8—Part 5; their dynamic behaviour has been then evaluated by means of dynamic numerical simulations in terms of bending moments, accelerations and stress state. The results obtained from dynamic analyses have then been compared with those determined using the pseudo-static approach.

  7. Experimental evaluation of the interaction between strength concrete block walls under vertical loads

    Directory of Open Access Journals (Sweden)

    L. O. CASTRO

    Full Text Available Abstract This paper aims to evaluate the interaction between structural masonry walls made of high performance concrete blocks, under vertical loads. Two H-shaped flanged wall series, all full scale and using direct bond, have been analyzed experimentally. In one series, three flanged-walls were built with the central wall (web supported and, in the other one, three specimens were built without any support at the central web. The load was applied on the central wall and vertical displacements were measured by means of displacement transducers located at eighteen points in the wall-assemblages. The results showed that the estimated load values for the flanges were close to those supported by the walls without central support, where 100% of the load transfer to the flanges occur. The average transfer load rate calculated based on the deformation ratio in the upper and lower section of the flanged-walls, with the central web support, were 37.65% and 77.30%, respectively, showing that there is load transfer from the central wall (web toward the flanges, particularly in the lower part of the flanged walls. Thus, there is indication that the distribution of vertical loads may be considered for projects of buildings for service load, such as in the method of isolated walls group. For estimation of the failure load, the method that considers the walls acting independently showed better results, due to the fact that failure started at the top of the central wall, where there is no effect of load distribution from the adjacent walls.

  8. Active stabilization of thin-wall structures under compressive loading

    Science.gov (United States)

    Welham, Jared; Calius, Emilio P.; Chase, J. Geoffrey

    2003-08-01

    The active suppression of elastic buckling instability has the potential to significantly increase the effective strength of thin-wall structures. Despite all the interest in smart structures, the active suppression of buckling has received comparatively little attention. This paper addresses the effects of embedded actuation on the compression buckling strength of laminated composite plates through analysis and simulation. Numerical models are formulated that include the influence of essential features such as sensor uncertainty and noise, actuator saturation and control architecture on the buckling process. Silicon-based strain sensors and diffuse laser distance sensors are both considered for use in the detection of incipient buckling behavior due to their increased sensitivity. Actuation is provided by paired distributions of piezo-electric material incorporated into both sides of the laminate. Optimal controllers are designed to command the structure to deform in ways that interfere with the development of buckling mode shapes. Commercial software packages are used to solve the resulting non-linear equations, and some of the tradeoffs are enumerated. Overall, the results show that active buckling control can considerably enhance resistance to instability under compressive loads. These buckling load predictions demonstrate the viability of optimal control and piezo-electric actuation for implementing active buckling control. Due to the importance of early detection, the relative effectiveness of active buckling control is shown to be strongly dependent on the performance of the sensing scheme, as well as on the characteristics of the structure.

  9. Chest wall and trunk muscle activity during inspiratory loading.

    Science.gov (United States)

    Cala, S J; Edyvean, J; Engel, L A

    1992-12-01

    We measured the electromyographic (EMG) activity in four chest wall and trunk (CWT) muscles, the erector spinae, latissimus dorsi, pectoralis major, and trapezius, together with the parasternal, in four normal subjects during graded inspiratory efforts against an occlusion in both upright and seated postures. We also measured CWT EMGs in six seated subjects during inspiratory resistive loading at high and low tidal volumes [1,280 +/- 80 (SE) and 920 +/- 60 ml, respectively]. With one exception, CWT EMG increased as a function of inspiratory pressure generated (Pmus) at all lung volumes in both postures, with no systematic difference in recruitment between CWT and parasternal muscles as a function of Pmus. At any given lung volume there was no consistent difference in CWT EMG at a given Pmus between the two postures (P > 0.09). However, at a given Pmus during both graded inspiratory efforts and inspiratory resistive loading, EMGs of all muscles increased with lung volume, with greater volume dependence in the upright posture (P < 0.02). The results suggest that during inspiratory efforts, CWT muscles contribute to the generation of inspiratory pressure. The CWT muscles may act as fixators opposing deflationary forces transmitted to the vertebral column by rib cage articulations, a function that may be less effective at high lung volumes if the direction of the muscular insertions is altered disadvantageously.

  10. Development of Waterborne Two Component Polyurethane Exterior Wall Overcoat Varnish%水性双组分聚氨酯外墙罩光清漆的研制

    Institute of Scientific and Technical Information of China (English)

    2012-01-01

    Combining the good pro coatings, waterborne two component perti PU es of solvent based two component PU coatings with low VOC of waterborne coatings has been being the research hotspot and development direction. The waterborne two component polyurethane exterior wall overcoat varnish with excellent film properties and very low VOC was prepared with core-shell hydroxyl acrylic emulsion as the chief film forming matter and waterborne polyisocyanate as curing agent.%水性双组分聚氨酯涂料兼有溶剂型双组分聚氨酯涂料的高性能和水性涂料的低VOC(挥发性有机化合物)特点,成为当前涂料研究的热点和发展方向。以核壳结构的羟基丙烯酸乳液为主要成膜物质,以水性异氰酸酯为固化剂,制得水性双组分聚氨酯外墙罩光清漆,所得涂膜性能优异且VOC含量极低。

  11. The Material Behavior Of Plastered-Bamboo Wall Towards Lateral Loads

    Directory of Open Access Journals (Sweden)

    V. R. R. Hutubessy,

    2014-01-01

    Full Text Available This study determined the lateral resistance capacity of the plastered-bamboo wall. The test was carried out on three pieces of plastered-bamboo wall. The first was plastered-bamboo wall without bracing (DP-TB, second was plastered-bamboo wall using bamboo bracing (DP-BB, and the last is a plastered-bamboo wall which uses wiremesh bracing (DP-BK. The static load (monotonic test method was used to determine the correlation between the lateral resistance and the deflection of plastered-bamboo wall. The monotonic testing was only conducted until the load has experience 20% decrease from peak load. The test results showed that the plastered-bamboo wall using wiremesh bracing had the peak load capacity, energy dissipation, and higher ductility than the plastered-bamboo wall using bamboo bracing. Elastic stiffness of the plastered-bamboo wall using bamboo bracing was 1.27 greater than plastered-bamboo wall using wiremesh bracing. The ultimate load resulted from the experiment of the plastered-bamboo wall with either bamboo or additional wiremeshbracingwas 25.52 kN and 26.37 kN or two times greater than the results of an analysis of the flexural failure based on Subedi method (1991 which was 14.39 kN.

  12. Experimental study of masonry wall exposed to blast loading

    Directory of Open Access Journals (Sweden)

    Ahmad, S.

    2014-03-01

    Full Text Available The challenge of protecting the nation against the attack of terrorism has raised the importance to explore the understanding of building materials against the explosion. Unlike most of the building materials, brick masonry materials offer relatively small resistance against blast loading. In this research, a brick masonry wall was exposed to varying blast load at different scaled distances. Six tests with different amounts of explosives at various distances were carried out. Pressure time history, acceleration time history and strain at specific location were measured. The parameters measured from experimental pressure time history and acceleration time history is compared with those determined by ConWep to establish the correlations between experimental determined records and ConWep values. The experimental results were also compared with some researchers. These correlations may assist in understanding the behaviour of masonry structures subjected to explosive loading.Con el reto que supone proteger a la nación contra atentados terroristas se ha visto acrecentada la importancia de conocer el comportamiento de materiales de construcción cuando se someten a una carga explosiva. Al contrario de la mayoría de los materiales, las fábricas de ladrillo ofrecen poca resistencia a dichas cargas. En el presente trabajo, se estudió el comportamiento de una fábrica de ladrillo ante cargas explosivas colocadas a diferentes distancias del muro. Se realizaron seis pruebas con explosivos de potencias distintas y a diferentes distancias. Se trazaron las curvas presión-tiempo y aceleración-tiempo, midiéndose asimismo la deformación en un punto concreto. Los valores experimentales de las curvas presión-tiempo y aceleración-tiempo se compararon con los que se calcularon con la ayuda de la aplicación informática ConWep a fin de establecer las correlaciones entre ambos conjuntos de resultados. También se compararon los resultados experimentales

  13. The behaviour of roof gable walls under the effect of earthquake load

    Directory of Open Access Journals (Sweden)

    M. Kamanli

    2010-02-01

    Full Text Available In this study, the effect of earthquake loads on roof gable walls and the behaviours of these roof gable walls are investigated. In preparation of the study, two experiments on cradle roof system which gets and does not get any loads off the roof members were carried out in all. The experiments were performed on the shaking table in Earthquake Research Department of General Directorate of Disaster Affairs. Through the experiments, some considerable results were obtained on the behaviours of roof gable walls under the effect of horizontal dynamic loads. The results obtained at the end of these examinations are given and discussed. Furthermore, suggestions to make the brick gable walls more reliable against the loads of earthquake are given. When the results of the experiments were generally taken into consideration, it was realized that the gable walls in both roof systems would partly or completely collapse even under the effect of a little horizontal dynamic load.

  14. Generalized exterior algebras

    OpenAIRE

    Marchuk, Nikolay

    2011-01-01

    Exterior algebras and differential forms are widely used in many fields of modern mathematics and theoretical physics. In this paper we define a notion of $N$-metric exterior algebra, which depends on $N$ matrices of structure constants. The usual exterior algebra (Grassmann algebra) can be considered as 0-metric exterior algebra. Clifford algebra can be considered as 1-metric exterior algebra. $N$-metric exterior algebras for $N\\geq2$ can be considered as generalizations of the Grassmann alg...

  15. Progressive collapse resisting capacity of reinforced concrete load bearing wall structures

    Institute of Scientific and Technical Information of China (English)

    Alireza Rahai; Alireza Shahin; Farzad Hatami

    2015-01-01

    Reinforced concrete (RC) load bearing wall is widely used in high-rise and mid-rise buildings. Due to the number of walls in plan and reduction in lateral force portion, this system is not only stronger against earthquakes, but also more economical. The effect of progressive collapse caused by removal of load bearing elements, in various positions in plan and stories of the RC load bearing wall system was evaluated by nonlinear dynamic and static analyses. For this purpose, three-dimensional model of 10-story structure was selected. The analysis results indicated stability, strength and stiffness of the RC load-bearing wall system against progressive collapse. It was observed that the most critical condition for removal of load bearing walls was the instantaneous removal of the surrounding walls located at the corners of the building where the sections of the load bearing elements were changed. In this case, the maximum vertical displacement was limited to 6.3 mm and the structure failed after applying the load of 10 times the axial load bored by removed elements. Comparison between the results of the nonlinear dynamic and static analyses demonstrated that the “load factor” parameter was a reasonable criterion to evaluate the progressive collapse potential of the structure.

  16. Exterior beam-column joint study with non-conventional reinforcement detailing using mechanical anchorage under reversal loading

    Indian Academy of Sciences (India)

    S Rajagopal; S Prabavathy

    2014-10-01

    Reinforced concrete structures beam-column joints are the most critical regions in seismic prone areas. Proper reinforcement anchorage is essential to enhance the performance of the joints. An attempt has been made to appraise the performance of the anchorages and joints. The anchorages are detailed as per ACI-352 (mechanical anchorages), ACI-318 (conventional bent hooks) and IS-456 (conventional full anchorage). The joints are detailed without confinement in group-I and with additional X-cross bar in group-II. To assess the seismic performance, the specimens are assembled into two groups of three specimens each and were tested under reversal loading, The specimen with T-type mechanical anchorage (Headed bar) and T-type mechanical anchorage combination with X-cross bar exhibited significant improvement in seismic performance: load-displacement capacity, displacement ductility, stiffness degradation, controlled crack capacity in the joint shear panel and also reduced congestion of reinforcement in joint core.

  17. Evaluation of a denitrification wall to reduce surface water nitrogen loads.

    Science.gov (United States)

    Schmidt, Casey A; Clark, Mark W

    2012-01-01

    Denitrification walls have significantly reduced nitrogen concentrations in groundwater for at least 15 yr. This has spurred interest in developing methods to efficiently increase capture volume to reduce N loads in larger watersheds. The objective of this study was to maximize treatment volume by locating a wall where a large groundwatershed was funneled toward seepage slope headwaters. Nitrogen concentration and load were measured before and after wall installation in paired treatment and control streams. Beginning 2 d after installation, nitrogen concentration in the treatment stream declined from 6.7 ± 1.2 to 3.9 ± 0.78 mg L and total N loading rate declined by 65% (391 kg yr) with no corresponding decline in the control watershed. This wall, which only comprised 10 to 11% of the edge of field area that contributed to the treatment watershed, treated approximately 60% of the stream discharge, which confirmed the targeted approach. The total load reduction measured in the stream 155 m downstream from the wall (340 kg yr) was higher than that found in another study that measured load reductions in groundwater wells immediately around the wall (228 kg yr). This indicated the possibility of an extended impact on denitrification from carbon exported beyond the wall. This extended impact was inauspiciously confirmed when oxygen levels at the stream headwaters temporarily declined for 50 d. This research indicates that targeting walls adjacent to streams can effectively reduce N loading in receiving waters, although with a potentially short-term impact on water quality.

  18. Study Effective of Wind Load on Behavior of ShearWall in Frame Structure

    Directory of Open Access Journals (Sweden)

    Mahdi Hosseini

    2014-11-01

    Full Text Available Wind load is really the result of wind pressures acting on the building surfaces during a wind event. This wind pressure is primarily a function of the wind speed because the pressure or load increases with the square of the wind velocity.Structural walls, or shear walls, are elements used to resist lateral loads, such as those generated by wind and earthquakes. Structural walls are considerably deeper than typical beams or columns. This attribute gives structural walls considerable in-plane stiffness which makes structural walls a natural choice for resisting lateral loads. In addition to considerable strength, structural walls can dissipate a great deal of energy if detailed properly. Walls are an invaluable structural element when protecting buildings from seismic events. Buildings often rely on structural walls as the main lateral force resisting system. Shear walls are required to perform in multiple ways. Shear walls can then be designed to limit building damage to the specified degree. The loaddeformation response of the structural walls must be accurately predicted and related to structural damage in order to achieve these performance goals under loading events of various magnitudes. The applied load is generally transferred to the wall by a diaphragm or collector or drag member. The performance of the framed buildings depends on the structural system adopted for the structure The term structural system or structural frame in structural engineering refers to load-resisting sub-system of a structure. The structural system transfers loads through interconnected structural components or members. These structural systems need to be chosen based on its height and loads and need to be carried out, etc. The selection of appropriate structural systems for building must satisfy both strength and stiffness requirements. The structural system must be adequate to resist lateral and gravity loads that cause horizontal shear deformation and

  19. Distribution of Wave Loads for Design of Crown Walls in Deep and Shallow Water

    DEFF Research Database (Denmark)

    Nørgaard, Jørgen Quvang Harck; Andersen, Thomas Lykke

    2014-01-01

    This paper puts forward a new method to determine horizontal wave loads on rubble mound breakwater crown walls with specific exceedance probabilities based on the formulae by Nørgaard et al. (2013) as well as presents a new modified version of the wave run-up formula by Van der Meer & Stam (1992......). Predictions from the method are compared to measured horizontal wave loads from scaled model tests, and the new method provides results which are in agreement with measured values as long as the wave loads on the crown wall are relatively impulsive. Another aim of the paper has been to compare...... the displacements of a crown wall exposed to wave loads with different exceedance probabilities in an overload situation (in this case the loads exceeded by 0.1 % and 1/250 of the incident waves). The comparison is made using the assumption that the Eigenfrequency of the crown wall and breakwater is significantly...

  20. Expert Meeting Report: Cladding Attachment Over Exterior Insulation (BSC Report)

    Energy Technology Data Exchange (ETDEWEB)

    None

    2013-10-01

    The addition of insulation to the exterior of buildings is an effective means of increasing the thermal resistance of both wood framed walls as well as mass masonry wall assemblies. The location of the insulation to the exterior of the structure has many direct benefits including better effective R-value from reduced thermal bridging, better condensation resistance, reduced thermal stress on the structure, as well as other commonly associated improvements such as increased air tightness and improved water management (Hutcheon 1964, Lstiburek 2007). The intent of the meeting was to review the current state of industry knowledge regarding cladding attachment over exterior insulation with a specific focus on: 1. Gravity load resistance, 2. Wind load resistance. The presentations explore these topics from an engineering design, laboratory testing, field monitoring, as well as practical construction perspective. By bringing various groups together (who have been conduction research or have experience in this area), a more holistic review of the design limits and current code language proposals can be completed and additional gaps identified. The results of which will help inform design standards and criteria.

  1. Expert Meeting Report: Cladding Attachment Over Exterior Insulation

    Energy Technology Data Exchange (ETDEWEB)

    Baker, P. [Building Science Corporation, Somerville, MA (United States)

    2013-10-01

    The addition of insulation to the exterior of buildings is an effective means of increasing the thermal resistance of both wood framed walls as well as mass masonry wall assemblies. The location of the insulation to the exterior of the structure has many direct benefits including better effective R-value from reduced thermal bridging, better condensation resistance, reduced thermal stress on thestructure, as well as other commonly associated improvements such as increased air tightness and improved water management (Hutcheon 1964, Lstiburek 2007). The intent of the meeting was to review the current state of industry knowledge regarding cladding attachment over exterior insulation with a specific focus on: 1. Gravity load resistance, 2. Wind load resistance. The presentations explorethese topics from an engineering design, laboratory testing, field monitoring, as well as practical construction perspective. By bringing various groups together (who have been conduction research or have experience in this area), a more holistic review of the design limits and current code language proposals can be completed and additional gaps identified. The results of which will help informdesign standards and criteria.

  2. ANALYTICAL AND NUMERICAL RESEARCH OF WAVE LOADS ON A SHORT VERTICAL WALL

    Directory of Open Access Journals (Sweden)

    Kantarzhi Igor' Grigor'evich

    2012-10-01

    Full Text Available The problem of wave loads on a relatively short wall is related to the issue of the general design of the structure at the stage of its construction, particularly, if the structure is build offshore. The physical nature of interaction between waves and vertical walls that have different lengths is the subject matter of this paper. It is assumed that the wall is absolutely rigid. The comparison of numerical test results and an analytical calculation based on a short wall model is made. As a result, wave forces identified through the employment of the above two models demonstrate their satisfactory convergence. The difference is substantial for longer walls, and it increases along with the increase of the wall length. The conclusion is that a short wall is exposed to the wave load that is not accompanied by any diffraction, therefore, a related method of design may be recommended. Numerical models may be considered as the universal ones.

  3. Study the Effectiveof Seismic load on Behavior of Shear Wall in Frame Structure

    Directory of Open Access Journals (Sweden)

    Dr.Hadi Hosseini

    2014-11-01

    Full Text Available Structural walls, or shear walls, are elements used to resist lateral loads, such as those generated by wind and earthquakes. Structural walls are considerably deeper than typical beams or columns. This attribute gives structural walls considerable in-plane stiffness which makes structural walls a natural choice for resisting lateral loads. In addition to considerable strength, structural walls can dissipate a great deal of energy if detailed properly. Walls are an invaluable structural element when protecting buildings from seismic events. Buildings often rely on structural walls as the main lateral force resisting system. Shear walls are required to perform in multiple ways. Shear walls can then be designed to limit building damage to the specified degree. The load-deformation response of the structural walls must be accurately predicted and related to structural damage in order to achieve these performance goals under loading events of various magnitudes. The applied load is generally transferred to the wall by a diaphragm or collector or drag member. The performance of the framed buildings depends on the structural system adopted for the structure The term structural system or structural frame in structural engineering refers to load-resisting sub-system of a structure. The structural system transfers loads through interconnected structural components or members. These structural systems need to be chosen based on its height and loads and need to be carried out, etc. The selection of appropriate structural systems for building must satisfy both strength and stiffness requirements. The structural system must be adequate to resist lateral and gravity loads that cause horizontal shear deformation and overturning deformation. The efficiency of a structural system is measured in terms of their ability to resist lateral load, which increases with the height of the frame. A building can be considered as tall when the effect of lateral loads is

  4. Fire protection design of deluge system installing on exterior walls of high-rise building%高层建筑外墙增设雨淋系统防火设计

    Institute of Scientific and Technical Information of China (English)

    付邦举; 赵刚; 院琛

    2011-01-01

    通过对建筑外墙保温材料的火灾危险、防火措施进行分析,提出在建筑外墙增设雨淋系统以达到灭火控火作用的建议.对雨淋管道的布置位能、系统设置形式、设计参数、控制方式进行探讨.以某33层办公楼为例介绍外墙保护雨淋系统.管道布置方式为与室内消火栓系统合用,不用增加消防水池容积.不建议与自动喷水灭火系统合用.外墙雨淋系统若自动控制未能及时动作应可手动启动.%The suggestion that install deluge system on exteriorbuilding walls in order to control or extinguish fire was put forward through analyzing fire hazard and fire prevention measures of exterior wall materials. The pipeline position,system settings form, design parameters and control modes of deluge system were discussed. Deluge system on exterior walls with an example of a 33 layer office building was introduced. Piping layout mode was suggested to be combined with the indoor hydrant system, not automatic sprinkler system, without increasing the fire water volume. Deluge system on exterior walls should be started manually if the automatic control action delays.

  5. The Material Behavior Of Plastered-Bamboo Wall Towards Lateral Loads

    OpenAIRE

    V. R. R. Hutubessy,; Hrc. Priyosulistyo

    2014-01-01

    This study determined the lateral resistance capacity of the plastered-bamboo wall. The test was carried out on three pieces of plastered-bamboo wall. The first was plastered-bamboo wall without bracing (DP-TB), second was plastered-bamboo wall using bamboo bracing (DP-BB), and the last is a plastered-bamboo wall which uses wiremesh bracing (DP-BK). The static load (monotonic) test method was used to determine the correlation between the lateral resistance and the deflection o...

  6. Simulation of reinforced concrete short shear wall subjected to cyclic loading

    Energy Technology Data Exchange (ETDEWEB)

    Parulekar, Y.M., E-mail: yogitap@barc.gov.in [Bhabha Atomic Research Centre (India); Reddy, G.R., E-mail: rssred@barc.gov.in [Bhabha Atomic Research Centre (India); Vaze, K.K. [Reactor Design and Development Group, Bhabha Atomic Research Centre (India); Pegon, P. [Joint Research Centre, Ispra (Italy); Wenzel, H. [Vienna Consulting Engineers, Vienna (Austria)

    2014-04-01

    Highlights: • Prediction of the capacity of squat shear wall using tests and analysis. • Modification of model of concrete in the softening part. • Pushover analysis using softened truss theory and FE analysis is performed. • Modified concrete model gives reasonable accurate peak load and displacement. • The ductility, ultimate load and also crack pattern can be accurately predicted. - Abstract: This paper addresses the strength and deformation capacity of stiff squat shear wall subjected to monotonic and pseudo-static cyclic loading using experiments and analysis. Reinforced concrete squat shear walls offer great potential for lateral load resistance and the failure mode of these shear walls is brittle shear mode. Shear strength of these shear walls depend strongly on softening of concrete struts in principal compression direction due to principal tension in other direction. In this work simulation of the behavior of a squat shear wall is accurately predicted by finite element modeling by incorporating the appropriate softening model in the program. Modification of model of concrete in the softening part is suggested and reduction factor given by Vecchio et al. (1994) is used in the model. The accuracy of modeling is confirmed by comparing the simulated response with experimental one. The crack pattern generated from the 3D model is compared with that obtained from experiments. The load deflection for monotonic loads is also obtained using softened truss theory and compared with experimental one.

  7. Quantitative evaluation of wall heat loads by lost fast ions in the Large Helical Device

    Science.gov (United States)

    Morimoto, Junki; Suzuki, Yasuhiro; Seki, Ryosuke

    2016-10-01

    In fusion plasmas, fast ions are produced by neutral beam injections (NBI), ion cyclotron heating (ICH) and fusion reactions. Some of fast ions are lost from fusion plasmas because of some kinds of drift and instability. These lost fast ions may cause damages on plasma facing components such as divertors and diagnostic instruments in fusion reactors. Therefore, wall heat loads by lost fast ions in the Large Helical Device (LHD) is under investigation. For this purpose, we have been developing the Monte-Carlo code for the quantitative evaluation of wall heat loads based on following the guiding center orbits of fast ions. Using this code, we investigate wall heat loads and hitting points of lost fast ions produced by NBI in LHD. Magnetic field configurations, which depend on beta values, affect orbits of fast ions and wall heat loads. Therefore, the wall heat loads by fast ions in equilibrium magnetic fields including finite beta effect and magnetic islands are quantitatively evaluated. The differences of wall heat loads and particle deposition patterns for cases of the vacuum field and various beta equilibrium fields will be presented at the meeting.

  8. Research on Fire Safety Design of Thermal Insulation Materials Covering on Exterior Wall of Building%建筑外墙外保温材料防火安全的选型设计探讨

    Institute of Scientific and Technical Information of China (English)

    夏朝晖

    2011-01-01

    近年来,我国因建筑外墙外保温材料防火安全问题而导致特大火灾事故频发,尤其是上海胶州路教师公寓火灾、沈阳皇朝万鑫大厦火灾和北京央视大楼火灾,造成重大人员伤亡和财产损失,使得建筑外墙外保温材料防火安全成为人们关注的焦点.该文针对目前建筑外墙外保温材料选型设计中不注重防火安全的实际问题,分析了各种建筑外墙外保温材料防火性能,探讨其不同的使用局限性和优缺点,为建筑外墙外保温材料的选型设计提供参考.%In recent years the thermal insulation materials covering on the exterior wall for building fire safety problems caused the serious fire accidents, especially in the teacher apartment fire at Jiaozhou Road in Shanghai, the Dynasty wan Xin building fire in Shenyang and the CCTV building fire in Beijing, which caused the heavy casualties and the property losses, Therefore, the fire safety of the thermal insulation materials covering on the exterior wall has been a focus of attention.For solving the problem of the current moterials selection not paying attention to fire safety design, This paper analyzes the various fire performances of thermal insulation material covering on exterior wall, and their advantages and disadvantages, as a reference of selecting the thermal insulation material in the fire safety design.

  9. Load-sharing mechanism in timber-steel hybrid shear wall systems

    Institute of Scientific and Technical Information of China (English)

    Zheng LI[1; Minjuan HE[1; Frank LAM[2; Minghao LI[3

    2015-01-01

    The lateral performance of timber-steel hybrid shear wall systems with regard to the interaction between the steel frame and the intill wood shear wall was investigated in this paper. A numerical model for the timber-steel hybrid shear wall system was developed and verified against test results. Design parameters, such as the lateral infill-to-frame stiffness ratio and the arrangements of wood-steel bolted connections were studied using the numerical model. Some design recommendations were also proposed based on the parametric analysis. In the hybrid shear wall system, the infill wood wall was found to resist a major part of the lateral load within relatively small wall drifts, and then the steel frame provided more lateral resistance. Under seismic loads, the infill wood wall could significantly reduce the inter-story drift of the hybrid system, and a complementary effect between the infill wood wall and the steel frame was observed through different lateral load resisting mechanisms, which provided robustness to the hybrid shear wall systems.

  10. 浅析建筑工程外墙保温设计%Analysis of Construction of Exterior Wall Insulation Design

    Institute of Scientific and Technical Information of China (English)

    陈芳

    2014-01-01

    Exterior wal insulation design is important project in energy-saving technology design. Because of the large prop-ortion of building exterior wal and also has a great influence on the energy-ef icient building performance, so exterior wal insulation design is the most efficient design in building en-ergy-saving. This article details construction of exterior wal insulation design.%外墙保温设计是建筑节能设计中的重要项目。由于建筑中外墙所占比例大,对建筑的节能性能影响也大,所以建筑工程的节能设计最有效的就是外墙保温设计。本文主要以建筑工程中外墙保温设计为基本点,对其进行了详细地分析。

  11. Water Resistance, Hydration Product and Microstructure of Glass Fiber Reinforced Magnesium Oxychloride Cement Exterior Wall Cladding%玻镁外墙挂板的抗水性、水化产物和微观结构

    Institute of Scientific and Technical Information of China (English)

    董金美; 余红发; 刘倩倩; 李颖; 林启红

    2011-01-01

    Bending mechanical properties and deformations in natural state and wet state under water of common and high-performance glass fiber reinforced magnesium oxychloride cement ( GRMC ) exterior wall cladding were tested in this study. Hydration product components and microstructure were observed by X-ray diffraction ( XRD ) and scanning electron microscopy ( SEM). The results indicated that, in wet state under water, the main hydration product 5 ·1 ·8 was hydrolysed, microstructure is destroyed and bending strength is decreased for common GRMC exterior wall cladding. For high-performance GRMC exterior wall cladding with a complex water-repellent admixture and mixed minerals, the main hydration product 3 ·1 ·8 is stable existing in cement matrix and microstructure has been changed little. The sample reveals high water resistance. So, hydration product components and microstructure stability of GRMC exterior wall cladding are important prerequisites for high water resistance.%试验测定了普通玻镁外墙挂板、掺加复合抗水外加剂和矿物掺合料的高性能玻镁外墙挂板在自然和浸水状态下的弯曲力学性能和变形性能,并运用X射线衍射仪(XRD)和扫描电镜(SEM)分析了水化产物的组成和微观结构特征.结果表明:在浸水条件下,普通玻镁外墙挂板的主要水化产物5 ·1·8相发生了分解,破坏了微观结构,导致其抗弯强度降低;而掺加复合抗水外加剂和矿物掺合料的高性能玻镁外墙挂板的水化产物5·1·8相保持稳定,微观结构未发生变化,显示出较高的抗水性.因此,玻镁外墙挂板的水化产物组成和微观结构的稳定性是确保其抗水性的重要前提.

  12. 地下室外墙聚合物柔性防水监理工作经验探讨%Discussion on Supervision Experience on Flexible Waterproof of Basement Exterior Wall Polymer

    Institute of Scientific and Technical Information of China (English)

    李志勇

    2014-01-01

    This article discusses the supervision control method in the application of polymer flexible waterproof of basement exterior wall from aspects of quality control, schedule control and safety management, which provides reference for professional technical management personnel.%本文从质量控制、进度控制、安全管理等方面,探讨地下室外墙聚合物柔性防水应用中的监理控制方法,以供专业技术管理人员借鉴。

  13. Experimental and analytical investigation of the lateral load response of confined masonry walls

    Directory of Open Access Journals (Sweden)

    Hussein Okail

    2016-04-01

    Full Text Available This paper investigates the behavior of confined masonry walls subjected to lateral loads. Six full-scale wall assembles, consisting of a clay masonry panel, two confining columns and a tie beam, were tested under a combination of vertical load and monotonic pushover up to failure. Wall panels had various configurations, namely, solid and perforated walls with window and door openings, variable longitudinal and transverse reinforcement ratios for the confining elements and different brick types, namely, cored clay and solid concrete masonry units. Key experimental results showed that the walls in general experienced a shear failure at the end of the lightly reinforced confining elements after the failure of the diagonal struts formed in the brick wall due to transversal diagonal tension. Stepped bed joint cracks formed in the masonry panel either diagonally or around the perforations. A numerical model was built using the finite element method and was validated in light of the experimental results. The model showed acceptable correlation and was used to conduct a thorough parametric study on various design configurations. The conducted parametric study involved the assessment of the load/displacement response for walls with different aspect ratios, axial load ratios, number of confining elements as well as the size and orientation of perforations. It was found that the strength of the bricks and the number of confining elements play a significant role in increasing the walls’ ultimate resistance and displacement ductility.

  14. The Skills for Applying Infrared Thermal Imaging Technology in Architecture Exterior Wall Test%红外热像技术在建筑外墙检测中的应用技巧

    Institute of Scientific and Technical Information of China (English)

    蔡江东; 胡洪宝; 丁百湛; 蔡玥

    2015-01-01

    在建筑墙体质量检测中,应用红外热成像技术的关键之一在于把握目标体与背景物之间的温度场差异。经验表明,选择适宜时机,合理利用阳光、风、雨水等自然条件,可以显著增强目标体与背景区域间的差异,从而增强影像分辨率,达到准确识别外墙质量甚至是细小质量问题的目的。%In the test of architecture exterior wall, the key to apply infrared thermal imaging technology is to grasp the difference between target object and background object of temperature field. Experience indicates that the selection of appropriate period and reasonable employment of natural conditions like sunshine, wind and rainy water, etc. can outstandingly increase the difference between the target object and background region, thereby enhancing image resolution and realizing the goal of accurate identiifcation of exterior wall quality and even tiny quality problem.

  15. STUDY ON FIRE RESISTANCE PERFORMANCE OF SEVERAL BUILDING' S EXTERIOR WALL INSULATION MATERIALS%几种建筑外墙保温材料的抗火性能分析

    Institute of Scientific and Technical Information of China (English)

    姚家伟; 侯兆铭; 姚亦舒

    2012-01-01

    在建筑节能外围护结构的保温隔热中,外墙体的保温隔热对建筑节能的影响最大.目前建筑外墙保温材料和保温技术需要具有优异的保温效果、杰出的耐燃性能、成熟的保温配套系统、便捷的施工方法、绿色环保和经济可行的材料.文中对几种传统的外墙保温材料和外墙保温新材料的性能进行了对比分析,从而推荐出保温与防火性能好的外墙保温材料,满足建筑工程需要.%In the external structure' s insulation, the outer wall insulation has the greatest impact on building energy efficiency. Currently building's exterior wall materials and insulation technology requires a superior insulation effect, outstanding fireproof performance, sophisticated insulation matching system, convenient construction methods, green and economically viable materials. In this paper, comparative a-nalysis has been carried on among several traditional insulation materials and new materials, which recommended a good thermal insulation and fireproof performance of exterior insulation materials to meet the construction needs.

  16. Potential energy savings with exterior shades in large office buildings and the impact of discomfort glare

    Energy Technology Data Exchange (ETDEWEB)

    Hoffmann, Sabine [Lawrence Berkeley National Lab. (LBNL), Berkeley, CA (United States); Lee, Eleanor [Lawrence Berkeley National Lab. (LBNL), Berkeley, CA (United States)

    2015-04-01

    Exterior shades are highly efficient for reducing solar load in commercial buildings. Their impact on net energy use depends on the annual energy balance of heating, cooling, fan and lighting energy. This paper discusses the overall energy use intensity of various external shading systems for a prototypical large office building split into the different types of energy use and for different orientations and window sizes. Lighting energy was calculated for a constant lighting power as well as for dimmed lighting fixtures (daylighting control). In Section 3, slat angles and solar cut-off angles were varied for fixed exterior slat shading systems. While the most light-blocking shades performed best for the case without daylighting controls, the optimum cut-off angle with daylighting controls was found to be 30 deg for the office building prototype used in Chicago and Houston. For large window-to-wall (WWR) ratios, window related annual energy use could be reduced by at least 70 % without daylighting control and by a minimum of 86 % with daylighting control in average over all orientations. The occurrence of discomfort glare was is considered in Section 4 of the paper, which looks at the performance of commercially available exterior shading systems when an interior shade is used in addition to the exterior shade during hours when occupants would experience discomfort glare. Glare control impacts overall energy use intensity significantly for exterior shades with high transmittance, especially when daylighting controls are used. In these cases, exterior shades are only beneficial for window-to-wall areas ≥ 45% in the hot Houston climate. For smaller windows and in a heating/cooling climate like Chicago, exterior shades can increase energy consumption

  17. Generalized exterior algebras

    CERN Document Server

    Marchuk, Nikolay

    2011-01-01

    Exterior algebras and differential forms are widely used in many fields of modern mathematics and theoretical physics. In this paper we define a notion of $N$-metric exterior algebra, which depends on $N$ matrices of structure constants. The usual exterior algebra (Grassmann algebra) can be considered as 0-metric exterior algebra. Clifford algebra can be considered as 1-metric exterior algebra. $N$-metric exterior algebras for $N\\geq2$ can be considered as generalizations of the Grassmann algebra and Clifford algebra. Specialists consider models of gravity that based on a mathematical formalism with two metric tensors. We hope that the considered in this paper 2-metric exterior algebra can be useful for development of this model in gravitation theory. Especially in description of fermions in presence of a gravity field.

  18. Mitigation of blast loadings on structures by an anti-blast plastic water wall

    Institute of Scientific and Technical Information of China (English)

    张力; 陈力; 方秦; 张亚栋

    2016-01-01

    Seven in-situ tests were carried out in far field to study the blast mitigation effect of a kind of water filled plastic wall. Test results show that the mitigation effect of water filled plastic wall is remarkable. The maximum reduction of peak reflected overpressure reaches up to 94.53%, as well as 36.3% of the minimum peak reflected overpressure reduction in the scaled distance ranging from 1.71 m/kg1/3 to 3.42 m/kg1/3. Parametric studies were also carried out. The effects of the scaled gauge height, water/charge scaled distance (the distance between the explosive charge and the water wall), water wall scaled height and water/structure scaled distance (the distance between the water wall and the structure) were systematically investigated and compared with the usual rigid anti-blast wall. It is concluded that these parameters affect the mitigation effects of plastic water wall on blast loadings significantly, which is basically consistent to the trend of usual rigid anti-blast wall. Some formulae are also derived based on the numerical and test results, providing a simple but reliable prediction model to evaluate the peak overpressure of mitigated blast loadings on the structures.

  19. Effect of plastic soil on a retaining wall subjected to surcharge loading

    Directory of Open Access Journals (Sweden)

    Al-Juari Khawla

    2016-01-01

    Full Text Available The seasonal variation and climatic changes play a significant role that affects the stresses exerted on a retaining wall, and the state of stresses in the soil mass behind the wall especially for highly expansive soil. These stresses resulted in the wall moving either away or towards the soil. In this study, a laboratory physical model of the retaining wall formed of a box having (950×900×600 mm dimensions with one side representing the wall being developed. After the soil being laid out in the box in specified layers, specified conditions of saturation and normal stresses were applied. The wall is allowed to move horizontally in several distances (0.1, 0.2, 0.3, 0.6, 0.8, 1.0 , 2.0, 3.0 and 4.0 mm, and the stresses being measured, then the vertical loading was released. The main measured variables during the tests are; the active and passive earth pressures, vertical movement of the soil, total suction and time. Results showed that the lateral earth pressure along the depth of the wall largely decreased when wall moved away from the soil. Total suction was slightly affected during wall’s movement. At unloading stage, the lateral earth pressure decreased at the upper half of wall height, but increased at the other wall part. Total suction was increased at all depths during this stage.

  20. Development of a new connection for precast concrete walls subjected to cyclic loading

    Science.gov (United States)

    Vaghei, Ramin; Hejazi, Farzad; Taheri, Hafez; Jaafar, Mohd Saleh; Aziz, Farah Nora Aznieta Abdul

    2017-01-01

    The Industrialized Building System (IBS) was recently introduced to minimize the time and cost of project construction. Accordingly, ensuring the integration of the connection of precast components in IBS structures is an important factor that ensures stability of buildings subjected to dynamic loads from earthquakes, vehicles, and machineries. However, structural engineers still lack knowledge on the proper connection and detailed joints of IBS structure construction. Therefore, this study proposes a special precast concrete wall-to-wall connection system for dynamic loads that resists multidirectional imposed loads and reduces vibration effects (PI2014701723). This system is designed to connect two adjacent precast wall panels by using two steel U-shaped channels (i.e., male and female joints). During casting, each joint is adapted for incorporation into a respective wall panel after considering the following conditions: one side of the steel channel opens into the thickness face of the panel; a U-shaped rubber is implemented between the two channels to dissipate the vibration effect; and bolts and nuts are used to create an extension between the two U-shaped male and female steel channels. The developed finite element model of the precast wall is subjected to cyclic loads to evaluate the performance of the proposed connection during an imposed dynamic load. Connection performance is then compared with conventional connections based on the energy dissipation, stress, deformation, and concrete damage in the plastic range. The proposed precast connection is capable of exceeding the energy absorption of precast walls subjected to dynamic load, thereby improving its resistance behavior in all principal directions.

  1. Finite Element Analysis of Composite Hardened Walls Subjected to Blast Loads

    Directory of Open Access Journals (Sweden)

    Girum S. Urgessa

    2009-01-01

    Full Text Available Problem statement: There is currently no standard design guideline to determine the number of composites needed to retrofit masonry walls in order to withstand a given explosion. Past design approaches were mainly based on simplified single-degree-of-freedom analysis. A finite element analysis was conducted for concrete masonry walls hardened with composites and subjected to short duration blast loads. Approach: The analysis focused on displacement time history responses which form the basis for retrofit design guidelines against blast loadings. The blast was determined from 0.5 kg equivalent TNT explosive at 1.83 m stand-off distance to simulate small mailroom bombs. Two and four layered retrofitted walls were investigated. Uncertainties in the finite model analysis of walls such as pressure distributions, effect of mid height explosive bursts versus near the ground explosive bursts and variations in modulus of elasticity of the wall were presented. Results: Uniformly distributed blast loads over the retrofitted wall height produced a small difference in peak displacement results when compared to the non-uniform pressure distribution. Ground explosive burst was shown to produce a 62.7% increase in energy and a higher peak displacement response when compared to mid-height explosive burst. Conclusion: The parametric study on the variation of modulus of elasticity of concrete masonry showed no significant effect on peak displacement affirming the use of the resistance deflection contribution of the composite in retrofit designs.

  2. Prediction of the critical buckling load of multi-walled carbon nanotubes under axial compression

    Science.gov (United States)

    Timesli, Abdelaziz; Braikat, Bouazza; Jamal, Mohammad; Damil, Noureddine

    2017-02-01

    In this paper, we propose a new explicit analytical formula of the critical buckling load of double-walled carbon nanotubes (DWCNT) under axial compression. This formula takes into account van der Waals interactions between adjacent tubes and the effect of terms involving tube radii differences generally neglected in the derived expressions of the critical buckling load published in the literature. The elastic multiple Donnell shells continuum approach is employed for modelling the multi-walled carbon nanotubes. The validation of the proposed formula is made by comparison with a numerical solution. The influence of the neglected terms is also studied.

  3. Stability of Monolithic Rubble Mound Breakwater Crown Walls Subjected to Impulsive Loading

    DEFF Research Database (Denmark)

    Nørgaard, Jørgen Harck; Andersen, Lars Vabbersgaard; Andersen, Thomas Lykke

    2012-01-01

    model tests. The outcome is a more reliable evaluation of the applicability of simple dynamic calculations for the estimation of sliding distances of rubble mound superstructures. This is of great practical importance since many existing rubble mound crown walls are subjected to increasing wave loads......This paper evaluates the validity of a simple onedimensional dynamic analysis as well as a FEM model to determine the sliding of a rubble mound breakwater crown wall. The evaluation is based on a case example with real wave load time series and displacements measured from two-dimensional physical...

  4. DYNAMIC BUCKLING OF DOUBLE-WALLED CARBON NANOTUBES UNDER STEP AXIAL LOAD

    Institute of Scientific and Technical Information of China (English)

    Chengqi Sun; Kaixln Liu

    2009-01-01

    An approximate method is presented in this paper for studying the dynamic buckling of double-walled carbon nanotubes (DWNTs) under step axial load. The analysis is based on the continuum mechanics model, which takes into account the van der Waals interaction between the outer and inner nanotubes. A buckling condition is derived, from which the critical buckling load and associated buckling mode can be determined. As examples, numerical results are worked out for DWNTs under fixed boundary conditions. It is shown that, due to the effect of van der Waals forces, the critical buckling load of a DWNT is enhanced when inserting an inner tube into a single-walled one. The paper indicates that the critical buckling load of DWNTs for dynamic buckling is higher than that for static buckling. The effect of the radii is also examined. In addition, some of the results are compared with the previous ones.

  5. Erosion simulation of first wall beryllium armour under ITER transient heat loads

    Science.gov (United States)

    Bazylev, B.; Janeschitz, G.; Landman, I.; Pestchanyi, S.; Loarte, A.

    2009-04-01

    The beryllium is foreseen as plasma facing armour for the first wall in the ITER in form of Be-clad blanket modules in macrobrush design with brush size about 8-10 cm. In ITER significant heat loads during transient events (TE) are expected at the main chamber wall that may leads to the essential damage of the Be armour. The main mechanisms of metallic target damage remain surface melting and melt motion erosion, which determines the lifetime of the plasma facing components. Melting thresholds and melt layer depth of the Be armour under transient loads are estimated for different temperatures of the bulk Be and different shapes of transient loads. The melt motion damages of Be macrobrush armour caused by the tangential friction force and the Lorentz force are analyzed for bulk Be and different sizes of Be-brushes. The damage of FW under radiative loads arising during mitigated disruptions is numerically simulated.

  6. Initial and Long-Term Movement of Cladding Installed Over Exterior Rigid Insulation

    Energy Technology Data Exchange (ETDEWEB)

    Baker, P.

    2014-09-01

    Changes in the International Energy Conservation Code (IECC) from 2009 to 2012 have resulted in the use of exterior rigid insulation becoming part of the prescriptive code requirements. With more jurisdictions adopting the 2012 IECC builders are going to finding themselves required to incorporate exterior insulation in the construction of their exterior wall assemblies. For thick layers of exterior insulation (levels greater than 1.5 inches), the use wood furring strips attached through the insulation back to the structure has been used by many contractors and designers as a means to provide a convenient cladding attachment location. However, there has been a significant resistance to its widespread implementation due to a lack of research and understanding of the mechanisms involved and potential creep effects of the assembly under the sustained dead load of a cladding. This research was an extension on previous research conducted by BSC in 2011, and 2012. Each year the understanding of the system discrete load component interactions, as well as impacts of environmental loading has increased. The focus of the research was to examine more closely the impacts of screw fastener bending on the total system capacity, effects of thermal expansion and contraction of materials on the compressive forces in the assembly, as well as to analyze a full years worth of cladding movement data from assemblies constructed in an exposed outdoor environment.

  7. Wave Loads on Rubble Mound Breakwater Crown Walls in Long Waves

    DEFF Research Database (Denmark)

    Røge, Mads Sønderstrup; Færch Christensen, Nicole; Thomsen, Jonas Bjerg;

    2014-01-01

    This paper evaluates the formulae by Nørgaard et al. (2013) for predicting wave loads on rubble mound breakwater crown walls on new model tests. The formulae are tested outside their validation area by means of waves with a low wave steepness and low run-up height compared to the armour freeboard...

  8. Computation Analysis of Buckling Loads of Thin-Walled Members with Open Sections

    Directory of Open Access Journals (Sweden)

    Lihua Huang

    2016-01-01

    Full Text Available The computational methods for solving buckling loads of thin-walled members with open sections are not unique when different concerns are emphasized. In this paper, the buckling loads of thin-walled members in linear-elastic, geometrically nonlinear-elastic, and nonlinear-inelastic behaviors are investigated from the views of mathematical formulation, experiment, and numerical solution. The differential equations and their solutions of linear-elastic and geometrically nonlinear-elastic buckling of thin-walled members with various constraints are derived. Taking structural angle as an example, numerical analysis of elastic and inelastic buckling is carried out via ANSYS. Elastic analyses for linearized buckling and nonlinear buckling are realized using finite elements of beam and shell and are compared with the theoretical results. The effect of modeling of constraints on numerical results is studied when shell element is applied. The factors that influence the inelastic buckling load in numerical solution, such as modeling of constraint, loading pattern, adding rib, scale factor of initial defect, and yield strength of material, are studied. The noteworthy problems and their solutions in numerically buckling analysis of thin-walled member with open section are pointed out.

  9. Technical Improvements of Fire Resistance of Organic Insulation Materials for Building Exterior Wall%建筑外墙有机保温材料防火性能技术改进措施探索

    Institute of Scientific and Technical Information of China (English)

    沈丽华; 姚玉梅; 何一鸣

    2012-01-01

    The fire resistance of exterior wall organic insulation materials,such as molded polystyrene board(EPS) and polyurethane foam boards with different thickness plasters,were tested and the characteristics of these systems were studied,to explore the technical improvements of fire resistance of organic insulation materials.%主要对有机外墙外保温材料模塑聚苯板(EPS)和聚氨酯泡沫板在不同薄抹灰厚度的情况下进行了试验,研究其防火性能的特点,探索建筑外墙有机保温材料防火性能技术改进措施。

  10. High pressure, energy, and impulse loading of the wall in a 1-GJ Laboratory Microfusion Facility

    Energy Technology Data Exchange (ETDEWEB)

    Harrach, R.J.

    1989-07-24

    A proposed Laboratory Microfusion Facility (LMF) must be able to withstand repeated, low-repetition-rate fusion explosions at the 1-GJ (one-quarter ton) yield level. The energy release will occur at the center of a chamber only a few meters in radius, subjecting the interior or first wall to severe levels of temperature, pressure, and impulse. We show by theory and computation that the wall loading can be ameliorated by interposing a spherical shell of low-Z material between the fuel and the wall. This sacrificial shield converts the source energy components that are most damaging to the wall (soft x-rays and fast ions) to more benign plasma kinetic energy from the vaporized shield, and stretches the time duration over which this energy is delivered to the wall from nanoseconds to microseconds. Numerical calculations emphasize thin, volleyball-sized plastic shields, and much thicker ones of frozen nitrogen. Wall shielding criteria of small (or no) amount of surface ablation, low impulse and pressure loading, minimal shrapnel danger, small expense, and convenience in handling all favor the thin plastic shields. 7 refs., 4 figs.

  11. Preparation of Building Exterior Wall Coating on Aqueous Polyurethane Resin%一种水性聚氨酯型建筑外墙涂料的制备

    Institute of Scientific and Technical Information of China (English)

    杜洪利

    2012-01-01

    以水性聚氨酯树脂为基料,以水为分散介质并结合纳米分散技术进行改性,制备了一种性能更为优越的新型建筑外墙涂料,介绍了增稠剂、耐人工气候老化性、耐沾污性、环保性等试验结果。%The study had been made on synthesis and preparation of a kind of novel building waterborne exterior coating having better performance by using water soluble polyurethane resin as the basic material, water as dispersing media and the dispersion techniques of nanoparticles. These influencing factors on the performance of coating were studied including thickening agent,resistance to artificial weathering,stain resistanee,environmental protection test.

  12. 建筑外墙集防火、保温、装饰一体组合挂板技术探讨%Exterior Wall Panels Integrated with Functions of Fireproof, Insulation and Decoration

    Institute of Scientific and Technical Information of China (English)

    姜洪; 姜沛彤

    2015-01-01

    By learning the current situation of building energy efficiency in northern China, the panel integrated various functions, including Class A fireproof, exterior insulation and decoration, and the panel system is composed of small load-bearing unit. The construction feasibility of the exterior panel system is analyzed by expounding and verifying materials selection, thermal performance, structure of small unit and its fixtures.%通过了解当前我国北方地区建筑节能情况,设想设计集 A 级防火、外墙保温和外墙面装饰于一体的,小单元独立承重、组合式外墙挂板。通过对其材料的选择、热工性能的验算、小单元结构及其固定件的结构验算,综合分析了该组合式外墙挂板实施的可行性。

  13. Investigating Wind-Driven Rain Intrusion in Walls with the CARWASh

    Science.gov (United States)

    C.R. Boardman; Samuel V. Glass

    2013-01-01

    Wind-driven rain provides the primary external moisture load for exterior walls.Water absorption by the cladding, runoff, and penetration through the cladding or at details determine how a wall system performs. In this paper we describe a new laboratory facility that can create controlled outdoor and indoor conditions and use it to investigate the water...

  14. PREDICTION OF NUPECS MULTI-AXIS LOADING TESTS OF CONCRETE SHEAR WALLS.

    Energy Technology Data Exchange (ETDEWEB)

    Miller, C.; Hofmayer, C.; Wang, Y.; Chokshi, N.; Murphy, A.; Kitada, Y.

    2001-03-22

    The Nuclear Power Engineering Corporation (NUPEC) of Japan is performing multi-axis loading tests of reinforced concrete (RC) shear wall models. The project, which includes both static and dynamic cyclic tests, started in 1994 and is scheduled to be completed in 2004. The static tests are performed on single elements, box type and. cylindrical type structures. Both unidirectional and multidirectional loads are placed on the models during the static test phase. The dynamic tests will be performed on a shaking table for both the box type and cylindrical type structures. As part of collaborative efforts between the US and Japan the US Nuclear Regulatory Commission (NRC) and Brookhaven National Laboratory (BNL) are participating in the multi-axial cyclic static loading tests and the shaking table tests. The multi-axis loading tests are unique and will provide significant insights into the effect of out-of-plane loads on the capacity of shear wall structures. Current analysis methods use simplified assumptions and do not specifically take this effect into account. Since the fragility levels of RC shear walls are key elements in a seismic PRA of a nuclear plant, it is important to verify the methodology for determining these levels. The NUPEC tests will provide valuable data for this purpose. Pre-test predictions of the box type structure's response to the multi-axis static loading are discussed in this paper. The tests were performed by NUPEC between June and August 2000. Two models are used to make these predictions. The first is au engineering model typical of those used in current design analyses. The second is a finite element model of the structure utilizing the ANSYS computer code. In both cases cyclic load behavior into the inelastic range is considered.

  15. FILLER LOADING IN THE LUMEN OR/AND CELL WALL OF FIBERS – A LITERATURE REVIEW

    Directory of Open Access Journals (Sweden)

    Surendra Pal Singh

    2011-06-01

    Full Text Available A review of the literature reveals potential advantages that papermakers can achieve by placing minerals in the lumens or cell walls of fibers before the pulp is formed into paper. Loading of filler into the fiber lumen by mechanical deposition or within the cell wall by in-situ precipitation has been reported to generally result in a moderate reduction in light scattering coefficient and increased strength properties of laboratory handsheets, as well as in paper manufactured with pilot plant equipment, when compared to conventional addition of filler. However, there are some exceptions to this general observation, where the fiber loading is reported to decrease the tensile strength of paper. Some related effects can be achieved by either precipitating mineral onto fiber surfaces or co-flocculating mineral particles with cellulosic fines. Challenges remain with respect to the implementation of fiber-loading concepts at a commercial scale. Also, there is a need for further research aimed at establishing high-end applications in which it may be an advantage to load cellulosic fiber cell walls or lumens with minerals or other substances.

  16. 房屋建筑工程外墙保温施工技术%The Exterior Wall Thermal Insulation Construction Technology of Building Engineering

    Institute of Scientific and Technical Information of China (English)

    2013-01-01

    In today's society, energy has been reduced, energy saving and environmental protection is the trend of social dev-elopment, in the construction industry, the topic of energy-sa-ving has gradual y become an important development direction of the construction industry to be studied. We usual y say the building energy saving is mainly using low-temperature floor heat, energy-saving doors and windows, building wal s with thermal design, enhancing thermal function for the exterior wal s of the building wil be bet er able to promote the goal of building energy saving.%  当今社会能源日益减少,节能环保是社会的发展趋势,在建筑行业中,节能这一课题也在逐渐成为建筑行业的一个重要发展方向被加以研究。我们通常所说的建筑节能主要有采用低温型地板进行聚热、节能型门窗、房屋外墙运用保暖型设计等,如能对建筑外墙的保暖作用进行强化,则将更能促进建筑节能这一目标的完成。

  17. Initial and Long-Term Movement of Cladding Installed Over Exterior Rigid Insulation

    Energy Technology Data Exchange (ETDEWEB)

    Baker, Peter [Building Science Corporation, Somerville, MA (United States)

    2014-09-01

    Changes in the International Energy Conservation Code (IECC) from 2009 to 2012 have resulted in the use of exterior rigid insulation becoming part of the prescriptive code requirements. With more jurisdictions adopting the 2012 IECC builders will be required to incorporate exterior insulation in the construction of their exterior wall assemblies. For thick layers of exterior insulation (levels greater than 1.5 inches), the use of wood furring strips attached through the insulation back to the structure has been used by many contractors and designers as a means to provide a convenient cladding attachment location. This research was an extension on previous research conducted by Building Science Corporation in 2011, and 2012. Each year the understanding of the system discrete load component interactions, as well as impacts of environmental loading, has increased. The focus of the research was to examine more closely the impacts of screw fastener bending on the total system capacity, effects of thermal expansion and contraction of materials on the compressive forces in the assembly, as well as to analyze a full year’s worth of cladding movement data from assemblies constructed in an exposed outdoor environment.

  18. Calcium bridges are not load-bearing cell-wall bonds in Avena coleoptiles

    Science.gov (United States)

    Rayle, D. L.

    1989-01-01

    I examined the ability of frozen-thawed Avena sativa L. coleoptile sections under applied load to extend in response to the calcium chelators ethyleneglycol-bis-(beta-aminoethylether)-N,N,N',N'-tetraacetic acid (EGTA) and 2-[(2-bis-[carboxymethyl]amino-5-methylphenoxy)methyl]-6-methoxy-8-bis[car boxymethyl]aminoquinoline (Quin II). Addition of 5 mM EGTA to weakly buffered (0.1 mM, pH 6.2) solutions of 2(N-morpholino) ethanesulfonic acid (Mes) initiated rapid extension and wall acidification. When the buffer strength was increased (e.g. from 20 to 100 mM Mes, pH 6.2) EGTA did not initiate extension nor did it cause wall acidification. At 5 mM Quin II failed to stimulate cell extension or wall acidification at all buffer molarities tested (0.1 to 100 mM Mes). Both chelators rapidly and effectively removed Ca2+ from Avena sections. These data indicate that Ca2+ chelation per se does not result in loosening of Avena cells walls. Rather, EGTA promotes wall extension indirectly via wall acidification.

  19. Fire propagation over combustible exterior facades exposed to intensified flame in Japan

    Directory of Open Access Journals (Sweden)

    Nishio Yuhei

    2016-01-01

    Full Text Available With regard to fire safety for exterior walls of a building, fire-resistance performance is considered, according to the current Building Standard Law of Japan. And it was revealed that the fire safety is not specifically regulated from the viewpoint of reaction-to-fire performance, such as fire propagation caused by combustible materials or products installed on the exterior side of fire-resistant load-bearing walls. Actual fire incidents in the world have shown that massive façade fire could occur at the exterior side of building wall even when the wall itself is fire resistant. In previous studies of the authors, a test method of façade fire was proposed for evaluating the vertical fire propagation over an external wall within the same building [1,2]. Based on these studies, new domestic standard test method was established in Japan as JIS A 1310: 2015, “Test method for fire propagation over building façades” at the end of January 2015 [3]. But there was the argument that heat output of burner inside the combustion chamber was not sufficiently high in the previous study. In this paper, results of fire tests on combustible façades are discussed from the viewpoints of different strength of flame exposing facade. In this research, it was clearly found that JIS A 1310 with heat output of 900kW could be applicable for evaluating fire propagation behaviour over various types of combustible exterior façades.

  20. BUCKLING BEHAVIOUR OF SINGLE-WALLED CARBON NANOTUBES UNDER AXIAL LOADING

    Directory of Open Access Journals (Sweden)

    Grzegorz Litak

    2017-03-01

    Full Text Available We investigate a single walled Carbon Nanotube under an axially directed compressive line loading applied at both of its edges. The expected buckling behavior we study by application of a molecular computation approach. We formulate a global potential and search for its minimum to obtain the equilibrium configuration. Using besides the main parameter, which is the value of the loading, as second parameter the diameter of the tube, we are able to define the critical value of the diameter, for which we obtain the coincident case of local shell buckling.

  1. Wall-Friction Support of Vertical Loads in Submerged Sand and Gravel Columns

    Energy Technology Data Exchange (ETDEWEB)

    Walton, O. R. [Lawrence Livermore National Lab. (LLNL), Livermore, CA (United States); Vollmer, H. J. [Lawrence Livermore National Lab. (LLNL), Livermore, CA (United States); Hepa, V. S. [Lawrence Livermore National Lab. (LLNL), Livermore, CA (United States)

    2015-08-25

    Laboratory studies of the ‘floor-loads’ under submerged vertical columns of sand and/or gravel indicate that such loads can be approximated by a buoyancy-corrected Janssen-silo-theory-like relationship. Similar to conditions in storage silos filled with dry granular solids, most of the weight of the sand or gravel is supported by wall friction forces. Laboratory measurements of the loads on the floor at the base of the water-filled columns (up to 25-diameters tall) indicate that the extra floor-load from the addition of the granular solid never exceeded the load that would exist under an unsupported (wide) bed of submerged sand or gravel that has a total depth corresponding to only two column-diameters. The measured floorloads reached an asymptotic maximum value when the depth of granular material in the columns was only three or four pipe-diameters, and never increased further as the columns were filled to the top (e.g. up to heights of 10 to 25 diameters). The floor-loads were stable and remained the same for days after filling. Aggressive tapping (e.g. hitting the containing pipe on the outside, manually with a wrench up and down the height and around the circumference) could increase (and occasionally decrease) the floor load substantially, but there was no sudden collapse or slumping to a state without significant wall friction effects. Considerable effort was required, repeatedly tapping over almost the entire column wall periphery, in order to produce floor-loads that corresponded to the total buoyancy-corrected weight of granular material added to the columns. Projecting the observed laboratory behavior to field conditions would imply that a stable floor-load condition, with only a slightly higher total floor pressure than the preexisting hydrostatic-head, would exist after a water-filled bore-hole is filled with sand or gravel. Significant seismic vibration (either a large nearby event or many micro-seismic events over an extended period) would likely

  2. Moisture Management for High R-Value Walls

    Energy Technology Data Exchange (ETDEWEB)

    Lepage, R.; Schumacher, C.; Lukachko, A.

    2013-11-01

    The following report explains the moisture-related concerns for High R-value wall assemblies and discusses past Building America research work that informs this study. Hygrothermal simulations were prepared for several common approaches to High R-value wall construction in six cities (Houston, Atlanta, Seattle, St. Louis, Chicago, and International Falls) representing a range of climate zones (2, 3, 4C, 4, 5A, and 7, respectively). The simulations are informed by experience gained from past research in this area and validated by field measurement and forensic experience. The modeling program was developed to assess the moisture durability of the wall assemblies based on three primary sources of moisture: construction moisture, air leakage condensation, and bulk water leakage. The peak annual moisture content of the wood based exterior sheathing was used to comparatively analyze the response to the moisture loads for each of the walls in each given city. Walls which experienced sheathing moisture contents between 20% and 28% were identified as risky, whereas those exceeding 28% were identified as very high risk. All of the wall assemblies perform well under idealized conditions. However, only the walls with exterior insulation, or cavity insulation which provides a hygrothermal function similar to exterior insulation, perform adequately when exposed to moisture loads. Walls with only cavity insulation are particularly susceptible to air leakage condensation. None of the walls performed well when a precipitation based bulk water leak was introduced to the backside of the sheathing, emphasizing the importance of proper flashing details.

  3. Beam heat load due to geometrical and resistive wall impedance in COLDDIAG

    Science.gov (United States)

    Casalbuoni, S.; Migliorati, M.; Mostacci, A.; Palumbo, L.; Spataro, B.

    2012-11-01

    One of the still open issues for the development of superconductive insertion devices is the understanding of the heat intake from the electron beam. With the aim of measuring the beam heat load to a cold bore and the hope to gain a deeper understanding in the underlying mechanisms, a cold vacuum chamber for diagnostics (COLDDIAG) was built. It is equipped with the following instrumentation: retarding field analyzers to measure the electron flux, temperature sensors to measure the beam heat load, pressure gauges, and mass spectrometers to measure the gas content. Possible beam heat load sources are: synchrotron radiation, wakefield effects due to geometrical and resistive wall impedance and electron/ion bombardment. The flexibility of the engineering design will allow the installation of the cryostat in different synchrotron light sources. COLDDIAG was first installed in the Diamond Light Source (DLS) in 2011. Due to a mechanical failure of the thermal transition of the cold liner, the cryostat had to be removed after one week of operation. After having implemented design changes in the thermal liner transition, COLDDIAG has been reinstalled in the DLS at the end of August 2012. In order to understand the beam heat load mechanism it is important to compare the measured COLDDIAG parameters with theoretical expectations. In this paper we report on the analytical and numerical computation of the COLDDIAG beam heat load due to coupling impedances deriving from unavoidable step transitions, ports used for pumping and diagnostics, surface roughness, and resistive wall. The results might have an important impact on future technological solutions to be applied to cold bore devices.

  4. Ultimate Load Capacity and Behavior of Thin-Walled Curved-Steel Square Struts, Subjected to Compressive Load

    Directory of Open Access Journals (Sweden)

    S.Mohammad Reza Mortazavi

    2016-06-01

    Full Text Available There have been some experimental tests on hollow curved-steel struts with thin-walled square sections, in order to investigate their general behavior, particularly their capacity for bearing differing loads. One set of square tubes are cold-formed into segments of circular arcs with curvature radii, equal to 4000 mm. Different lengths of curved struts are fabricated so as to cover a practical range of slenderness ratios. The struts tests were pin-ended and had slenderness ratios, based on the straight length between ends ranging from 31-126. The cold-forming operation induces initial inelastic behavior and associated residual stresses. There is, therefore, an interaction among material effects, such as the strain hardening capacity, the Bauschinger effect, strain aging, and residual stresses, together with the significant geometrical effect of the initial curvature, caused by the cold-forming operation. Eventually the results from three series of tests, which are taken on fully-aged and stress-relief-annealed square curved struts, are compared. The variations in load carrying response are discussed.

  5. Construction solutions for the exterior walls in the process of increasing the width of residential buildings of brownfield construction in seismic hazardousand dry hot conditions of Central Asia

    Directory of Open Access Journals (Sweden)

    Usmonov Shukhrat Zaurovich

    2014-02-01

    Full Text Available The main object of this study is the reconstruction, renovation and modernization of the housing built in the period 1975—1985. These buildings have low energy efficiency due to the poor thermal insulation properties of the walls. These apartments do not meet the necessary requirements for year round warmth and comfort.Reconstruction is more preferable, than new-build, because of the cost saving for the land acquisition. Reconstruction is generally 1.5 times cheaper than new-build with 25—40 % reduced cost on building materials and engineering infrastructure.Increasing the width of the apartment blocks from 12 to 15 m can save 9—10 % on the consumption of thermal energy for heating and reduce the m2 construction cost by 5.5—7.0 %. In—5-9 storey high-rise buildings the savings are 3—5 %.Therefore, the width of the apartment block should preferably be between 9—12 m but could be extended to 18 m. The depth of the apartments themselves will be 5.4 — 6.0 —7.2 or 9.0 m. During the reconstruction of 5-storey residential buildings (Building Type105 in a seismic zone, an increase in the width of the block and the lateral stiffness of the building is achieved by building a new reinforced concrete (RC frame on both sides of the building with a depth of between 2 and 6 m. This technique is especially effective in increasing the seismic resistance of the building. Self-supporting walls of cellular concrete blocks (density 600 kg/m3 and a thickness of 300 mm are constructed on the outside of the frame, taking care to avoid cold bridges.Model studies have shown that in the conditions of hot-arid climate the thickness of the air gap in a ventilated facade does not significantly change the cooling-energy consumption of the building, and heating consumption is significantly increased. The building's energy consumption is most influenced by the volume of the air in the air gap. By increasing the ventilation rate in the air gap, the energy

  6. Performance of Screen Grid Insulating Concrete Form Walls under Combined In-Plane Vertical and Lateral Loads

    KAUST Repository

    Abdel Mooty, Mohamed

    2010-12-01

    Insulating Concrete Forms (ICF) walls generally comprise two layers of Expanded Polystyrene (EPS), steel reinforcement is placed in the center between the two layers and concrete is poured to fill the gap between those two layers. ICF\\'s have many advantages over traditional methods of wall construction such as reduced construction time, noise reduction, strength enhancement, energy efficiency, and compatibility with any inside or outside surface finish. The focus of this study is the Screen Grid ICF wall system consisting of a number of beams and columns forming a concrete mesh. The performance of ICF wall systems under lateral loads simulating seismic effect is experimentally evaluated in this paper. This work addresses the effect of the different design parameters on the wall behavior under seismic simulated loads. This includes different steel reinforcement ratio, various reinforcement distribution, wall aspect ratios, different openings sizes for windows and doors, as well as different spacing of the grid elements of the screen grid wall. Ten full scale wall specimens were tested where the effects of the various parameters on wall behavior in terms of lateral load capacity, lateral displacement, and modes of failure are presented. The test results are stored to be used for further analysis and calibration of numerical models developed for this study. © (2011) Trans Tech Publications.

  7. Exterior wall rock wool insulation construction technology of ceramic tile facing%外墙岩棉保温磁砖饰面施工技术

    Institute of Scientific and Technical Information of China (English)

    石海平

    2015-01-01

    the rock is basalt and other natural mineral as the main raw materials by high temperature melting into the fiber,adding proper amount of binder, good insulation, sound insulation,fire prevention effect. Rock wool construction and installation convenience,remarkable energy saving effect,has a very high price. In the construction process,we explored and summed up the wall rock wool insulation construction technology of ceramic tile facing,through the engineering practice,and achieved good economic and social benefits, and has broad application prospects.%岩棉是以玄武岩及其它天然矿石为主要原料经高温熔融成纤,加入适量粘接剂而成,具有良好的绝热、隔音、防火效果。岩棉施工及安装便利、节能效果显著,具有很高的性价比。在施工过程中,我们探索和总结出了外墙岩棉保温磁砖饰面施工技术,通过工程实践,取得了良好的经济效益和社会效益,具有广阔的应用前景。

  8. Molecular dynamics simulation of the test of single-walled carbon nanotubes under tensile loading

    Institute of Scientific and Technical Information of China (English)

    FU ChenXin; CHEN YunFei; JIAO JiWei

    2007-01-01

    Molecular dynamics (MD) simulations were performed to do the test of single-walled carbon nanotubes (SWCNT) under tensile loading with the use of Brenner potential to describe the interactions of atoms in SWCNTs. The Young's modulus and tensile strength for SWCNTs were calculated and the values found are 4.2 TPa and 1.40―1.77 TPa, respectively. During the simulation, it was found that if the SWCNTs are unloaded prior to the maximum stress, the stress-strain curve for unloading process overlaps with the loading one, showing that the SWCNT's deformation up to its fracture point is completely elastic. The MD simulation also demonstrates the fracture process for several types of SWCNT and the breaking mechanisms for SWCNTs were analyzed based on the energy and structure behavior.

  9. Unified solution of limit loads of thick wall cylinder subject to external pressure considering strain softening

    Institute of Scientific and Technical Information of China (English)

    CHEN Changfu; XIAO Shujun; YANG Yu

    2007-01-01

    Based on the unified strength theory [1],a unified strength criterion for strain softening materials,such as concrete or rock,was derived,and the elastic and plastic limit loads of a thick-walled cylinder made of these materials subject to external pressure were also given.In addition,the influence of some factors on the limit loads of such cylinders as the ratio of the external radius to intemal radius,rb/ra,the coefficient b,which reflects the effect of medium principal stress and the normal stress of the relevant surface on the material destroy degree,the ratio of tensile strength to compressed strength of the material,α,and the damage variable β were discussed in detail.Some examples were given and some meaningful results were obtained.

  10. Molecular dynamics simulation of the test of single-walled carbon nanotubes under tensile loading

    Institute of Scientific and Technical Information of China (English)

    2007-01-01

    Molecular dynamics (MD) simulations were performed to do the test of sin-gle-walled carbon nanotubes (SWCNT) under tensile loading with the use of Bren-ner potential to describe the interactions of atoms in SWCNTs. The Young’s modulus and tensile strength for SWCNTs were calculated and the values found are 4.2 TPa and 1.40―1.77 TPa, respectively. During the simulation, it was found that if the SWCNTs are unloaded prior to the maximum stress, the stress-strain curve for unloading process overlaps with the loading one, showing that the SWCNT’s de-formation up to its fracture point is completely elastic. The MD simulation also demonstrates the fracture process for several types of SWCNT and the breaking mechanisms for SWCNTs were analyzed based on the energy and structure be-havior.

  11. Modular and scalable load-wall sled buck for pure-lateral and oblique side impact tests.

    Science.gov (United States)

    Yoganandan, Narayan; Humm, John R; Pintar, Frank A

    2012-05-11

    A considerable majority of side impact sled tests using different types of human surrogates has used a load-wall design not specific to subject anthropometry. The use of one load-wall configuration cannot accurately isolate and evaluate regional responses for the same load-wall geometry. As the anatomy and biomechanical responses of the human torso depends on the region, and anthropomorphic test devices continue to advance and accommodate regional differences, it is important to obtain specific data from sled tests. To achieve this goal, the present study designed a scalable modular load-wall consisting of the shoulder, thorax, abdomen, and superior and inferior pelvis, and lower limb plates. The first five plates were connected to a vertical fixture and the limb plate was connected to another fixture. The width, height, and thickness, and the gap between plates were modular. Independent adjustments in the coronal and sagittal planes allowed region-specific positioning depending on surrogate anthropometry, example pelvis width and seated height. Two tri-axial load cells were fixed on the contralateral face of each plate of the load-wall to record impact force-time histories. The load-wall and vertical fixture design can be used to conduct side impact tests with varying vectors, pure-lateral to anterior and posterior oblique, by appropriately orienting the load-wall with respect to the surrogate. The feasibility of the design to extract region-specific biomechanical data was demonstrated by conducting pure-lateral and anterior oblique sled tests using two different surrogates at a velocity of 6.7m/s. Uses of this design are discussed for different applications.

  12. Optimum Insulation Thickness for Walls and Roofs for Reducing Peak Cooling Loads in Residential Buildings in Lahore

    Directory of Open Access Journals (Sweden)

    SIBGHA SIDDIQUE SIDDIQUE

    2016-10-01

    Full Text Available Thermal insulation is the most effective energy saving measure for cooling in buildings. Therefore, the main subject of many engineering investigations is the selection and determination of the optimum insulation thickness. In the present study, the optimum insulation thickness on external walls and roofs is determined based on the peak cooling loads for an existing residential building in Lahore, Pakistan. Autodesk® Revit 2013 is used for the analysis of the building and determination of the peak cooling loads. The analysis shows that the optimum insulation thickness to reduce peak cooling loads up to 40.1% is 1 inch for external walls and roof respectively.

  13. Performance Evaluation of Different Masonry Infill Walls with Structural Fuse Elements Based on In-Plane Cyclic Load Testing

    Directory of Open Access Journals (Sweden)

    Andrew Kauffman

    2014-09-01

    Full Text Available This paper discusses the performance of a structural fuse concept developed for use as a seismic isolation system in the design and retrofit of masonry infill walls. An experimental program was developed and executed to study the behavior of the structural fuse system under cyclic loads, and to evaluate the performance of the system with various masonry materials. Cyclic tests were performed by applying displacement controlled loads at the first, second, and third stories of a two-bay, three-story steel test frame with brick infill walls; using a quasi-static loading protocol to create a first mode response in the structural system. A parametric study was also completed by replacing the brick infill panels with infill walls constructed of concrete masonry units and autoclaved aerated concrete blocks, and applying monotonically increasing, displacement controlled loads at the top story of the test frame.

  14. An Approximate Analysis of the Inner Wall Loading of a Bimetallic Camera Shell of Reusable Rocket Engine

    Directory of Open Access Journals (Sweden)

    V. S. Zarubin

    2016-01-01

    Full Text Available Various technical devices quite widely use bimetallic shells as the structural elements. A chamber combustion design of the liquid rocket engine (LRE is a typical use of the bimetallic shells.In LRE operation a combustion chamber shell is subject to intense thermal and mechanical effects, which necessitates cooling. A cooling shell path is formed by a gap between its inner and outer walls connected to each other by milled or grooved spacer ribs. The outer wall of the shell serves as a load-bearing element, the inner wall is in direct contact with high-temperature combustion products and exposed to intense heat. The difference in functions of shell walls calls for their manufacturing from different materials with different thermophysical and mechanical properties.Interaction between the shell walls of different materials in heating and cooling leads to emerging thermal strains of various values in the walls. In terms of mechanical properties the inner wall material, usually ranks below the outer wall material strength, which uses the high strength stainless steel 12Х21Н5Т. The inner wall is typically made from copper-based highly heat-conductive alloys. (eg.: chromium bronze. Therefore, the result of the difference in temperature deformations, arising in the walls,  is inelastic nonisothermal strain of the inner wall material with (usually elastic behavior of the outer wall material.For reusable LRE, a cyclic sequence of the loading steps of the inner wall can lead to accumulating damages in its material because of the low-cycle fatigue and cause destruction of the wall or the loss of the cooling tract tightness. The main parameter that determines the level of low-cycle fatigue, is an absolute value of the accumulated inelastic strain (both plastic and evolving over time creep deformation. Quantitative evaluation of this parameter involves analysis of the inner wall loading with multiple starts and shutdowns of LRE. The paper represents an

  15. Design of a Novel Exterior Wall Data Monitoring System for Intelligent Building%新型嵌入式智能楼宇外墙参数监测系统的设计

    Institute of Scientific and Technical Information of China (English)

    田敬军

    2012-01-01

    针对智能楼宇的外墙参数高精度检测问题,提出一种新型嵌入式外墙温度和风压参数监测系统的设计方案.整体系统由多个分布式外墙节点和一个中心子系统构成.基于压力变送器PT500-503S,RFID射频识别技术、嵌入式系统及USB总线开发技术实现了系统的硬件平台,基于VC++、SQL Server 2008数据库及嵌入式C语言进行了软件系统的设计与实现.试用结果表明,该系统具有精度高、鲁棒性强、功耗低及运行稳定等特点,能够很好地满足智能楼宇高精度外墙温度和风压参数监测的需求.%To solve the problem of the exterior wall temperature and pressure monitoring system of intelligent buildings, a novel embedded monitoring system was designed based on RFID. The system consists of multiple subsystems constituted of distributed nodes and a center subsystem. The hardware of was designed based on pressure transmiter PT500-503S, RFID and embedded systems and USB technology. The design of software system was based on VC++, embedded C language and SQL Server 2008. Trial results show that the system has high precision, robustness, low power consumption and running stability characteristics, and the system has an expansive application prospect.

  16. Cost optimization of load carrying thin-walled precast high performance concrete sandwich panels

    DEFF Research Database (Denmark)

    Hodicky, Kamil; Hansen, Sanne; Hulin, Thomas

    2015-01-01

    and HPCSP’s geometrical parameters as well as on material cost function in the HPCSP design. Cost functions are presented for High Performance Concrete (HPC), insulation layer, reinforcement and include labour-related costs. The present study reports the economic data corresponding to specific manufacturing......The paper describes a procedure to find the structurally and thermally efficient design of load-carrying thin-walled precast High Performance Concrete Sandwich Panels (HPCSP) with an optimal economical solution. A systematic optimization approach is based on the selection of material’s performances....... The solution of the optimization problem is performed in the computer package software Matlab® with SQPlab package and integrates the processes of HPCSP design, quantity take-off and cost estimation. The proposed optimization process outcomes in complex HPCSP design proposals to achieve minimum cost of HPCSP....

  17. Effect of Thermal Bridges in Insulated Walls on Air-Conditioning Loads Using Whole Building Energy Analysis

    Directory of Open Access Journals (Sweden)

    Mohamed F. Zedan

    2016-06-01

    Full Text Available Thermal bridges in building walls are usually caused by mortar joints between insulated building blocks and by the presence of concrete columns and beams within the building envelope. These bridges create an easy path for heat transmission and therefore increase air-conditioning loads. In this study, the effects of mortar joints only on cooling and heating loads in a typical two-story villa in Riyadh are investigated using whole building energy analysis. All loads found in the villa, which broadly include ventilation, transmission, solar and internal loads, are considered with schedules based on local lifestyles. The thermal bridging effect of mortar joints is simulated by reducing wall thermal resistance by a percentage that depends on the bridges to wall area ratio (TB area ratio or Amj/Atot and the nominal thermal insulation thickness (Lins. These percentage reductions are obtained from a correlation developed by using a rigorous 2D dynamic model of heat transmission through walls with mortar joints. The reduction in thermal resistance is achieved through minor reductions in insulation thickness, thereby keeping the thermal mass of the wall essentially unchanged. Results indicate that yearly and monthly cooling loads increase almost linearly with the thermal bridge to wall area ratio. The increase in the villa’s yearly loads varies from about 3% for Amj/Atot = 0.02 to about 11% for Amj/Atot = 0.08. The monthly increase is not uniform over the year and reaches a maximum in August, where it ranges from 5% for Amj/Atot = 0.02 to 15% for Amj/Atot = 0.08. In winter, results show that yearly heating loads are generally very small compared to cooling loads and that heating is only needed in December, January and February, starting from late night to late morning. Monthly heating loads increase with the thermal bridge area ratio; however, the variation is not as linear as observed in cooling loads. The present results highlight the importance of

  18. Propensity for hip dislocation in normal gait loading versus sit-to-stand maneuvers in posterior wall acetabular fractures.

    Science.gov (United States)

    Marmor, Meir; McDonald, Erik; Buckley, Jenni M; Matityahu, Amir

    2013-09-01

    Treatment of posterior wall (PW) fractures of the acetabulum is guided by the size of the broken wall fragment and by hip instability. Biomechanical testing of hip instability typically is done by simulating the single-leg-stance (SLS) phase of gait, but this does not represent daily activities, such as sit-to-stand (STS) motion. We conducted a study to examine and compare hip instability after PW fractures in SLS and STS loading. We hypothesized that wall fragment size and distance from the dome (DFD) of the acetabulum to the simulated fracture would correlate with hip instability and, in the presence of a PW fracture, the hip would be more unstable during STS loading than during SLS loading. Incremental PW osteotomies were made in 6 cadaveric acetabula. After each osteotomy, a 1200-N load was applied to the acetabulum to simulate SLS and STS loading until dislocation occurred. All hip joints in the cadaveric models were more unstable in STS loading than in SLS loading. PW fragments at time of dislocation were larger (Pfracture size of 33% or more and a DFD of 20 mm or less.

  19. 用于外墙内侧、分户墙及顶棚补充节能的轻质石膏砂浆%Lightweight gypsum plaster used on exterior wall, party wall and ceiling for additional energy conservation

    Institute of Scientific and Technical Information of China (English)

    叶蓓红; 施嘉霖; 谈晓青; 曹禹

    2011-01-01

    轻质石膏砂浆作为粉刷石膏的一个新品种,主要用于墙面的找平层,同时对外墙内侧、分户墙及顶棚具有补充节能的作用.配制时宜选择表面玻化率高、密度小的玻化微珠作为轻骨料,其掺量为石膏量的20%~35%;当采用膨胀珍珠岩作为轻骨料时,其掺量为石膏量的15%~25%;纤维素醚掺量一般为石膏量的0.2%~0.4%;引气剂的掺量为粉料总量的0.6%~1.2%.按m(石膏):m(玻化微珠):m(纤维素醚):m(引气剂):m (SC缓凝剂)=770.0:215.0:4.1:5.0:2.3制备的轻质石膏砂浆导热系数为0.12 W/(m·K),通过计算,采用20 mm厚轻质石膏砂浆代替传统水泥砂浆,对200 mm厚混凝土隔墙进行双面抹灰后,保温效果提高38%.%As a new species of plaster, lightweight gypsum plaster is mainly used for wall leveling layer,meanwhile it has additional energy conservation effect when applied on the inside surface of external wall,party wall and ceiling. During preparation,glass beads with high surface vitrify rate and low density are selected as lightweight aggregate,and its dosage is 20%~35% of the gypsum amount;when expanded perlite is as lightweight aggregate,its dosage is 15%~25% of the gypsum amount;the dosage of cellulose ether is generally 0.22%~0.4% of the gypsum amount;the dosage of air-entraining agent (AEA) is 0.6%~1.2% of the total powder quantity. When m (gypsum) ∶m (glass beads) ∶m (cellulose ethers) ∶m (AEA) ∶m (SC retarder) =770.0∶215.0∶4.1∶5,0∶2.3, the prepared lightweight gypsum plaster has thermal conductivity of 0.12 W/(m·K). The calculation results show that the insulating effect will be increased by 38% if 20 mm-thick this type of plaster instead of the ordinary cement mortar is applied on both sides of the 200 mm-thick concrete wall.

  20. MODELING OF NONLINEAR CYCLIC LOAD BEHAVIOR OF I-SHAPED COMPOSITE STEEL-CONCRETE SHEAR WALLS OF NUCLEAR POWER PLANTS

    Directory of Open Access Journals (Sweden)

    AHMER ALI

    2013-02-01

    Full Text Available In recent years steel-concrete composite shear walls have been widely used in enormous high-rise buildings. Due to high strength and ductility, enhanced stiffness, stable cycle characteristics and large energy absorption, such walls can be adopted in the auxiliary building; surrounding the reactor containment structure of nuclear power plants to resist lateral forces induced by heavy winds and severe earthquakes. This paper demonstrates a set of nonlinear numerical studies on I-shaped composite steel-concrete shear walls of the nuclear power plants subjected to reverse cyclic loading. A three-dimensional finite element model is developed using ABAQUS by emphasizing on constitutive material modeling and element type to represent the real physical behavior of complex shear wall structures. The analysis escalates with parametric variation in steel thickness sandwiching the stipulated amount of concrete panels. Modeling details of structural components, contact conditions between steel and concrete, associated boundary conditions and constitutive relationships for the cyclic loading are explained. Later, the load versus displacement curves, peak load and ultimate strength values, hysteretic characteristics and deflection profiles are verified with experimental data. The convergence of the numerical outcomes has been discussed to conclude the remarks.

  1. Wall Energy Saving Technology and Construction Quality Control of the Exterior wall inner thermal insulation Proiect%建筑墙体节能技术与外墙内保温工程施工质量控制

    Institute of Scientific and Technical Information of China (English)

    黄振春

    2013-01-01

    随着全球环境的不断恶化以及各种资源的浪费,人们对节能环保的理念也越来越重视。而在建筑工程项目施工中,采用新技术新材料来达到节能降耗的目的,也已成为建筑单位与部门所关注的重点。本文就针对我国建筑工程中的墙体节能与外墙内保温技术的概念进行介绍,并详细分析其在建筑工程中的具体施工方法,再提出几点加强施工质量的控制措施,以期能够促进建筑节能的长效、可持久发展。%With the rapid development of our country's economy and the waste of resource , the environmental pollution has become more and more serious, and then people increasingly pay more attention to the energy -conservation and environment -protection.On the con-struction engineering projects , the new&high-tech materials are used for the purpose of the save energy and reduce consumption , it be-come the focuses of the construction units and departments .This article has focused on the EPS out -insulation engineering of save energy wall about the construction projects of China , and detailed analyzed the method in construction .Meanwhile, it offered a few points for the quality of materials and components of control measures , it's hoped to promote the energy effect and achieve sustainable development .

  2. Active load management with advanced window wall systems: Research and industry perspectives

    Energy Technology Data Exchange (ETDEWEB)

    Lee, Eleanor S.; Selkowitz, Stephen E.; Levi, Mark S.; Blanc, Steven L.; McConahey, Erin; McClintock, Maurya; Hakkarainen, Pekka; Sbar, Neil L.; Myser, Michael P.

    2002-06-01

    Advanced window wall systems have the potential to provide demand response by reducing peak electric loads by 20-30% in many commercial buildings through the active control of motorized shading systems, switchable window coatings, operable windows, and ventilated double-skin facade systems. These window strategies involve balancing daylighting and solar heat gains, heat rejection through ventilation, and night-time natural ventilation to achieve space-conditioning and lighting energy use reductions without the negative impacts on occupants associated with other demand responsive (DR) strategies. This paper explores conceptually how advanced window systems fit into the context of active load management programs, which cause customers to directly experience the time-varying costs of their consumption decisions. Technological options are suggested. We present pragmatic criteria that building owners use to determine whether to deploy such strategies. A utility's perspective is given. Industry also provides their perspectives on where the technology is today and what needs to happen to implement such strategies more broadly in the US. While there is significant potential for these advanced window concepts, widespread deployment is unlikely to occur with business-as-usual practice. Technologically, integrated window-lighting-HVAC products are underdeveloped. Implementation is hindered by fragmented labor practices, non-standard communication protocols, and lack of technical expertise. Design tools and information products that quantify energy performance, occupant impacts, reliability, and other pragmatic concerns are not available. Interest within the building industry in sustainability, energy-efficiency, and increased occupant amenity, comfort, and productivity will be the driving factors for these advanced facades in the near term--at least until the dust settles on the deregulated electricity market.

  3. Blast loading of sandwich panels with thin-walled tube cores

    Energy Technology Data Exchange (ETDEWEB)

    Theobold, M.D.; Nurick, G.N. [Cape Town Univ., Cape Town (South Africa). Blast Impact and Survivability Research Unit

    2007-07-01

    This paper presented the results of an experimental and modelling study that investigated the responses to blast loading of a novel sandwich panel used in structural protection. The panel was comprised of thin-walled aluminium alloy square tubes with annealed steel outer plates. A split Hopkinson pressure bar was used to characterize the materials at quasi-static strain rates as well as at high strain rates. A series of blast tests was conducted with explosive charges that ranged from between 13 to 38 g with a blast tube mounted to a ballistic pendulum. Results of the experimental study showed that the panel had a large energy absorption capacity. The tube layout and the choice of materials had a significant influence on panel response. During larger blasts, progressive symmetric buckling was observed in core tubes, and core stability was compromised in lower impulse blasts. It was concluded that finite element analyses conducted on the panels showed good agreement with results obtained during the experimental studies.

  4. Excavationless Exterior Foundation Insulation Field Study

    Energy Technology Data Exchange (ETDEWEB)

    Schirber, T. [NorthernSTAR, Minneaplolis, MN (United States); Mosiman, G. [NorthernSTAR, Minneaplolis, MN (United States); Ojczyk, C. [NorthernSTAR, Minneaplolis, MN (United States)

    2014-09-01

    Building science research supports installing exterior (soil side) foundation insulation as the optimal method to enhance the hygrothermal performance of new homes. With exterior foundation insulation, water management strategies are maximized while insulating the basement space and ensuring a more even temperature at the foundation wall. However, such an approach can be very costly and disruptive when applied to an existing home, requiring deep excavation around the entire house. The NorthernSTAR Building America Partnership team implemented an innovative, minimally invasive foundation insulation upgrade technique on an existing home. The approach consisted of using hydrovac excavation technology combined with liquid insulating foam. The team was able to excavate a continuous 4 inches wide by 4 feet to 5 feet deep trench around the entire house, 128 linear feet, except for one small part under the stoop that was obstructed with concrete debris. The combination pressure washer and vacuum extraction technology also enabled the elimination of large trenches and soil stockpiles normally produced by backhoe excavation. The resulting trench was filled with liquid insulating foam, which also served as a water-control layer of the assembly. The insulation was brought above grade using a liquid foam/rigid foam hybrid system and terminated at the top of the rim joist. Cost savings over the traditional excavation process ranged from 23% to 50%. The excavationless process could result in even greater savings since replacement of building structures, exterior features, utility meters, and landscaping would be minimal or non-existent in an excavationless process.

  5. Excavationless Exterior Foundation Insulation Field Study

    Energy Technology Data Exchange (ETDEWEB)

    Schirber, T.; Mosiman, G.; Ojczyk, C.

    2014-10-01

    Building science research supports installing exterior (soil side) foundation insulation as the optimal method to enhance the hygrothermal performance of new homes. With exterior foundation insulation, water management strategies are maximized while insulating the basement space and ensuring a more even temperature at the foundation wall. However, such an approach can be very costly and disruptive when applied to an existing home, requiring deep excavation around the entire house. The NorthernSTAR Building America Partnership team implemented an innovative, minimally invasive foundation insulation upgrade technique on an existing home. The approach consisted of using hydrovac excavation technology combined with a liquid insulating foam. The team was able to excavate a continuous 4" wide by 4' to 5' deep trench around the entire house, 128 linear feet, except for one small part under the stoop that was obstructed with concrete debris. The combination pressure washer and vacuum extraction technology also enabled the elimination of large trenches and soil stockpiles normally produced by backhoe excavation. The resulting trench was filled with liquid insulating foam, which also served as a water-control layer of the assembly. The insulation was brought above grade using a liquid foam/rigid foam hybrid system and terminated at the top of the rim joist. Cost savings over the traditional excavation process ranged from 23% to 50%. The excavationless process could result in even greater savings since replacement of building structures, exterior features, utility meters, and landscaping would be minimal or non-existent in an excavationless process.

  6. The problems of calculating the load-bearing structures made of light steel thin-walled profiles

    Directory of Open Access Journals (Sweden)

    Roy Vera

    2016-01-01

    Full Text Available The article presents the results of a study of bearing capacity of thin-walled cold-formed steel beam of the guide profile. Such profiles have a small thickness and complex cross-sectional shape. Bending deformation develops in the cross-sectional plane under the influence of loads in beam. In addition, deformation of constrained torsion and warping arise. These deformations influence the stress distribution at the points of the cross-section of the beam and thereby determine its load-bearing capacity.

  7. A novel approach to mapping load transfer from the plantar surface of the foot to the walls of the total contact cast: a proof of concept study

    Directory of Open Access Journals (Sweden)

    Begg Lindy

    2012-12-01

    Full Text Available Abstract Background Total contact casting is regarded as the gold standard treatment for plantar foot ulcers. Load transfer from the plantar surface of the foot to the walls of the total contact cast has previously been assessed indirectly. The aim of this proof of concept study was to determine the feasibility of a new method to directly measure the load between the cast wall and the lower leg interface using capacitance sensors. Methods Plantar load was measured with pedar® sensor insoles and cast wall load with pliance® sensor strips as participants (n=2 walked along a 9 m walkway at 0.4±0.04 m/sec. The relative force (% on the cast wall was calculated by dividing the mean cast wall force (N per step by the mean plantar force (N per step in the shoe-cast condition. Results The combined average measured load per step upon the walls of the TCC equated to 23-34% of the average plantar load on the opposite foot. The highest areas of load on the lower leg were located at the posterior margin of the lateral malleolus and at the anterior ankle/extensor retinaculum. Conclusions These direct measurements of cast wall load are similar to previous indirect assessment of load transfer (30-36% to the cast walls. This new methodology may provide a more comprehensive understanding of the mechanism of load transfer from the plantar surface of the foot to the cast walls of the total contact cast.

  8. Building Energy Conservation and Analysis of Rock Wool Exterior Wall Insulation Technology%建筑节能与岩棉外墙外保温技术分析

    Institute of Scientific and Technical Information of China (English)

    高钊

    2014-01-01

    Through an overview of China’s energy situation, this paper dicussed the importance of building energy conservation. Analysised the advantages and disadvantages and performance of rock wool exterior insulation technology.%通过概述我国的能源形势,论述建筑节能的意义,并就岩棉外墙外保温技术的优缺点及性能进行了分析。

  9. Exterior dimension of fat fractals

    Science.gov (United States)

    Grebogi, C.; Mcdonald, S. W.; Ott, E.; Yorke, J. A.

    1985-01-01

    Geometric scaling properties of fat fractal sets (fractals with finite volume) are discussed and characterized via the introduction of a new dimension-like quantity which is called the exterior dimension. In addition, it is shown that the exterior dimension is related to the 'uncertainty exponent' previously used in studies of fractal basin boundaries, and it is shown how this connection can be exploited to determine the exterior dimension. Three illustrative applications are described, two in nonlinear dynamics and one dealing with blood flow in the body. Possible relevance to porous materials and ballistic driven aggregation is also noted.

  10. load-displacement and stability characteristics of tidn-walled beams ...

    African Journals Online (AJOL)

    The finite displacement formulation is used for load- displacement ..... sections, representing the four different types of possible ... following explicit equations for the four cross-section types: ..... curves converge to the same critical load levels.

  11. Cladding Attachment Over Thick Exterior Insulating Sheathing

    Energy Technology Data Exchange (ETDEWEB)

    Baker, P.; Eng, P.; Lepage, R.

    2014-01-01

    The addition of insulation to the exterior of buildings is an effective means of increasing the thermal resistance of both wood framed walls as well as mass masonry wall assemblies. For thick layers of exterior insulation (levels greater than 1.5 inches), the use of wood furring strips attached through the insulation back to the structure has been used by many contractors and designers as a means to provide a convenient cladding attachment location (Straube and Smegal 2009, Pettit 2009, Joyce 2009, Ueno 2010). The research presented in this report is intended to help develop a better understanding of the system mechanics involved and the potential for environmental exposure induced movement between the furring strip and the framing. BSC sought to address the following research questions: 1. What are the relative roles of the mechanisms and the magnitudes of the force that influence the vertical displacement resistance of the system? 2. Can the capacity at a specified deflection be reliably calculated using mechanics based equations? 3. What are the impacts of environmental exposure on the vertical displacement of furring strips attached directly through insulation back to a wood structure?

  12. Cladding Attachment Over Thick Exterior Insulating Sheathing

    Energy Technology Data Exchange (ETDEWEB)

    Baker, P. [Building Science Corporation, Somerville, MA (United States); Eng, P. [Building Science Corporation, Somerville, MA (United States); Lepage, R. [Building Science Corporation, Somerville, MA (United States)

    2014-01-01

    The addition of insulation to the exterior of buildings is an effective means of increasing the thermal resistance of both wood framed walls as well as mass masonry wall assemblies. For thick layers of exterior insulation (levels greater than 1.5 inches), the use of wood furring strips attached through the insulation back to the structure has been used by many contractors and designers as a means to provide a convenient cladding attachment location (Straube and Smegal 2009, Pettit 2009, Joyce 2009, Ueno 2010). The research presented in this report is intended to help develop a better understanding of the system mechanics involved and the potential for environmental exposure induced movement between the furring strip and the framing. BSC sought to address the following research questions: 1.What are the relative roles of the mechanisms and the magnitudes of the force that influence the vertical displacement resistance of the system? 2.Can the capacity at a specified deflection be reliably calculated using mechanics based equations? 3.What are the impacts of environmental exposure on the vertical displacement of furring strips attached directly through insulation back to a wood structure?

  13. Spray Foam Exterior Insulation with Stand-Off Furring

    Energy Technology Data Exchange (ETDEWEB)

    Herk, Anatasia [IBACOS, Inc., Pittsburgh, PA (United States); Baker, Richard [IBACOS, Inc., Pittsburgh, PA (United States); Prahl, Duncan [IBACOS, Inc., Pittsburgh, PA (United States)

    2014-03-01

    IBACOS, in collaboration with GreenHomes America, was contracted by the New York State Energy Research and Development Authority to research exterior wall insulation solutions. This research investigated cost-effective deep energy retrofit (DER) solutions for improving the building shell exterior while achieving a cost-reduction goal, including reduced labor costs to reach a 50/50 split between material and labor. The strategies included exterior wall insulation plus energy upgrades as needed in the attic, mechanical and ventilation systems, and basement band joist, walls, and floors. The work can be integrated with other home improvements such as siding or window replacement. This strategy minimizes physical connections to existing wall studs, encapsulates existing siding materials (including lead paint) with spray foam, and creates a vented rain screen assembly to promote drying. GreenHomes America applied construction details created by IBACOS to a test home. 2x4 framing members were attached to the wall at band joists and top plates using "L" clips, with spray foam insulating the wall after framing was installed. Windows were installed simultaneously with the framing, including extension jambs. The use of clips in specific areas provided the best strength potential, and "picture framing" the spray foam held the 2x4s in place. Short-term testing was performed at this house, with monitoring equipment installed for long-term testing. Testing measurements will be provided in a later report, as well as utility impact (before and after), costs (labor and materials), construction time, standard specifications, and analysis for the exterior wall insulation strategy.

  14. Spray Foam Exterior Insulation with Stand-Off Furring

    Energy Technology Data Exchange (ETDEWEB)

    Herk, A.; Baker, R.; Prahl, D.

    2014-03-01

    IBACOS, in collaboration with GreenHomes America, was contracted by the New York State Energy Research and Development Authority to research exterior wall insulation solutions. This research investigated cost-effective deep energy retrofit (DER) solutions for improving the building shell exterior while achieving a cost-reduction goal, including reduced labor costs to reach a 50/50 split between material and labor. The strategies included exterior wall insulation plus energy upgrades as needed in the attic, mechanical and ventilation systems, and basement band joist, walls, and floors. The work can be integrated with other home improvements such as siding or window replacement. This strategy minimizes physical connections to existing wall studs, encapsulates existing siding materials (including lead paint) with spray foam, and creates a vented rain screen assembly to promote drying. GreenHomes America applied construction details created by IBACOS to a test home. 2x4 framing members were attached to the wall at band joists and top plates using 'L' clips, with spray foam insulating the wall after framing was installed. Windows were installed simultaneously with the framing, including extension jambs. The use of clips in specific areas provided the best strength potential, and 'picture framing' the spray foam held the 2x4s in place. Short-term testing was performed at this house, with monitoring equipment installed for long-term testing. Testing measurements will be provided in a later report, as well as utility impact (before and after), costs (labor and materials), construction time, standard specifications, and analysis for the exterior wall insulation strategy.

  15. Synthesis of Single-Walled Carbon Nanotubes: Effects of Active Metals, Catalyst Supports, and Metal Loading Percentage

    Directory of Open Access Journals (Sweden)

    Wei-Wen Liu

    2013-01-01

    Full Text Available The effects of active metals, catalyst supports, and metal loading percentage on the formation of single-walled carbon nanotubes (SWNTs were studied. In particular, iron, cobalt, and nickel were investigated for SWNTs synthesis. Iron was found to grow better-quality SWNTs compared to cobalt and nickel. To study the effect of catalyst supports, magnesium oxide, silicon oxide, and aluminium oxide were chosen for iron. Among the studied supports, MgO was identified to be a suitable support for iron as it produced SWNTs with better graphitisation determined by Raman analysis. Increasing the iron loading decreased the quality of SWNTs due to extensive agglomeration of the iron particles. Thus, lower metal loading percentage is preferred to grow better-quality SWNTs with uniform diameters.

  16. Effects of Complex Symmetry-Breakings on Alpha Particle Power Loads on First Wall Structures and Equilibrium in ITER

    Energy Technology Data Exchange (ETDEWEB)

    Shinohara, K. [Japan Atomic Energy Agency (JAEA), Naka; Kurki-Suonio, T. [Aalto University, Finland; Spong, Donald A [ORNL; Asunta, O. [Aalto University, Finland; Tani, K. [Japan Atomic Energy Agency (JAEA), Naka; Strumberger, E. [Max Planck Institute for Plasma Physics, Garching, Germany; Briguglio, S. [EURATOM / ENEA, Italy; Koskela, T. [Aalto University, Finland; Vlad, G. [EURATOM / ENEA, Italy; Günter, S. [Max-Planck Institute, Garching, Germany; Kramer, G. [Princeton Plasma Physics Laboratory (PPPL); Putvinski, S. [ITER Organization, Cadarache, France; Hamamatsu, K. [Japan Atomic Energy Agency (JAEA), Naka

    2011-01-01

    Within the ITPA Topical Group on Energetic Particles, we have investigated the impact that various mechanisms breaking the tokamak axisymmetry can have on the fusion alpha particle confinement in ITER as well as on the wall power loads due to these alphas. In addition to the well-known TF ripple, the 3D effect due to ferromagnetic materials (in ferritic inserts and test blanket modules) and ELM mitigation coils are included in these mechanisms. ITER scenario 4 was chosen since, due to its lower plasma current, it is more vulnerable for various off-normal features. First, the validity of using a 2D equilibrium was investigated: a 3D equilibrium was reconstructed using the VMEC code, and it was verified that no 3D equilibrium reconstruction is needed but it is sufficient to add the vacuum field perturbations onto an axisymmetric equilibrium. Then the alpha particle confinement was studied using three independent codes, ASCOT, DELTA5D and F3D OFMC, all of which assume MHD quiescent background plasma and no anomalous diffusion. All the codes gave a loss power fraction of about 0.2%. The distribution of the peak power load was found to depend on the first wall shape. We also made the first attempt to accommodate the effect of fast-ion-related MHD on the wall loads in ITER using the HMGC and ASCOT codes. The power flux to the wall was found to increase due to the redistribution of fast ions by the MHD activity. Furthermore, the effect of the ELM mitigation field on the fast-ion confinement was addressed by simulating NBI ions with the F3D OFMC code. The loss power fraction of NBI ions was found to increase from 0.3% without the ELM mitigation field to 4-5% with the ELM mitigation field.

  17. Experimental study on fire propagation over combustible exterior facades in Japan

    Directory of Open Access Journals (Sweden)

    Nishio Yuhei

    2013-11-01

    Full Text Available With regard to the fire protection for exterior walls of building, only the fire resistance has been considered, according to the current building law of Japan. In the previous studies of the authors, a new test method for evaluation of fire propagation along combustible cladding was proposed using primarily test specimens of façade walls with exterior thermal insulation without vent layers. In this paper, newly obtained test results are discussed on other specimens of combustible façades such as wood, sandwich panel, photovoltaic sheet mounted on composite panel, combustible coating material, and exterior thermal insulation with vent layer.

  18. Best Position of R.C. Shear Wall due to seismic loads

    Directory of Open Access Journals (Sweden)

    Amita Baghel

    2017-02-01

    Full Text Available A shear wall is a wall that is designed to resist shear, the lateral force that causes the bulk of damage in earthquakes. Many building codes mandate the use of such walls to make homes safer and more stable. In this work, a G+2 storey R.C. building frame has been considered and analyzed for seismic zone-lll(Jabalpur using staad.prov8i (series4 package, special moment resisting frame (SMRF and hard rock types used in work. Parameters are taken to compare and analyze for the results are Node displacement and Reactions for different arrangements

  19. wall

    Directory of Open Access Journals (Sweden)

    Irshad Kashif

    2016-01-01

    Full Text Available Maintaining indoor climatic conditions of buildings compatible with the occupant comfort by consuming minimum energy, especially in a tropical climate becomes a challenging problem for researchers. This paper aims to investigate this problem by evaluating the effect of different kind of Photovoltaic Trombe wall system (PV-TW on thermal comfort, energy consumption and CO2 emission. A detailed simulation model of a single room building integrated with PV-TW was modelled using TRNSYS software. Results show that 14-35% PMV index and 26-38% PPD index reduces as system shifted from SPV-TW to DGPV-TW as compared to normal buildings. Thermal comfort indexes (PMV and PPD lie in the recommended range of ASHARE for both DPV-TW and DGPV-TW except for the few months when RH%, solar radiation intensity and ambient temperature were high. Moreover PVTW system significantly reduces energy consumption and CO2 emission of the building and also 2-4.8 °C of temperature differences between indoor and outdoor climate of building was examined.

  20. Load-carrying capacity of lightly reinforced, prefabricated walls of lightweight aggregate concrete with open structure

    DEFF Research Database (Denmark)

    Goltermann, Per

    2009-01-01

    The paper presents and evaluates the results of a coordinated testing of prefabricated, lightly reinforced walls of lightweight aggregate concrete with open structure. The coordinated testing covers all wall productions in Denmark and will therefore provide a representative assessment of the qual...... of the quality actually produced. Existing and new formulas for the capacity are evaluated by comparison to the test results and a new model with a good correlation with the test results is presented....

  1. Properties of Shredded Roof Membrane–Sand Mixture and Its Application as Retaining Wall Backfill under Static and Earthquake Loads

    Directory of Open Access Journals (Sweden)

    Bennett Livingston

    2017-04-01

    Full Text Available About 20 billion square feet of Ethylene Propylene Diene Monomer (EPDM rubber is installed on roofs in the United States and most of them will be reaching the end of their lifespan soon. The purpose of this study is to investigate potential reuses of this rubber in Civil Engineering projects rather than disposing it into landfills. First, laboratory tests were performed on various shredded rubber-sand mixtures to quantify the basic geotechnical engineering properties. The laboratory test results show that the shredded rubber-sand mixture is lightweight with good drainage properties and has shear strength parameters comparable to sand. This indicates that the rubber-sand mixture has potential to be used for retaining wall backfill and many other projects. To assess the economic advantage of using shredded rubber-sand mixtures as a lightweight backfill for retaining walls subjected to static and earthquake loadings, geotechnical designs of a 6 m tall gravity cantilever retaining wall were performed. The computed volume of concrete to build the structural components and volume of backfill material were compared with those of conventional sand backfill. Results show significant reductions in the volume of concrete and backfill material in both static and earthquake loading conditions when the portion of shredded rubber increased in the mixture.

  2. Seismic Experimental Study on New-Type Composite Exterior Wallboard with Integrated Structural Function and Insulation

    Directory of Open Access Journals (Sweden)

    Shaochun Ma

    2015-06-01

    Full Text Available In order to evaluate the seismic performance of new-type composite exterior wallboard, a total of six exterior and interior wallboards were incorporated in the experiment of seismic performance. Seismic performance such as the stress process, damage mode, hysteresis and skeleton curve, load-carrying and ductility coefficient, damping and energy dissipation, stiffness degradation as well as material strain of the exterior wallboards were analyzed with emphasis and compared with interior wallboards. Results of the experiment and analysis showed that both interior and exterior wallboards exhibited outstanding seismic performance. Due to the existence of insulation layer and externally bonded single gypsum board, the capacity of elastoplastic deformation and seismic energy dissipation of the exterior wallboards was improved and each seismic performance indicator of the exterior wallboards outperformed the interior wallboards.

  3. Effects of reducing temperatures on the hydrogen storage capacity of double-walled carbon nanotubes with Pd loading.

    Science.gov (United States)

    Sheng, Qu; Wu, Huimin; Wexler, David; Liu, Huakun

    2014-06-01

    The effects of different temperatures on the hydrogen sorption characteristics of double-walled carbon nanotubes (DWCNTs) with palladium loading have been investigated. When we use different temperatures, the particle sizes and specific surface areas of the samples are different, which affects the hydrogen storage capacity of the DWCNTs. In this work, the amount of hydrogen storage capacity was determined (by AMC Gas Reactor Controller) to be 1.70, 1.85, 2.00, and 1.93 wt% for pristine DWCNTS and for 2%Pd/DWCNTs-300 degrees C, 2%Pd/DWCNTs-400 degrees C, and 2%Pd/DWCNTs-500 degrees C, respectively. We found that the hydrogen storage capacity can be enhanced by loading with 2% Pd nanoparticles and selecting a suitable temperature. Furthermore, the sorption can be attributed to the chemical reaction between atomic hydrogen and the dangling bonds of the DWCNTs.

  4. 高层建筑外墙的保温及节能之浅见%Discussion of Heat Preservation and Energy Saving of Exterior Wall in High-rise Building

    Institute of Scientific and Technical Information of China (English)

    石海平

    2014-01-01

    The function of heat preservation and energy sav-ing to building has been paid more at ention in recent years. Although energy conservation technology in high-rise building has been widely applied, the knowledge of the aspects stil is not comprehensive. The paper focuses on heat preservation and energy saving of exterior wal in high-rise building in Chi-na at current.%近年来人们更加关注建筑的保温和节能功能。尽管高层建筑节能技术得到了广泛应用,但对此方面的认识尚且不够全面。作者主要针对当前我国高层建筑外墙的保温和节能进行了全面探究。

  5. Stress state of thin – walled member of the structure with operation damages under nonuniform loading

    Directory of Open Access Journals (Sweden)

    В.В. Астанін

    2004-01-01

    Full Text Available  The publication is dedicated to determining of stress state in particular the stress concentration factors for thin – walled members of the structures subject to nonuniform tension. A structure member has obtained the operation damage generation by corrosion and other causes.

  6. Resistance of Concrete Masonry Walls With Membrane Catcher Systems Subjected to Blast Loading

    Science.gov (United States)

    2010-12-01

    effectiveness of systems comprised of polymers, composites, geotextiles , and thin steel and aluminum sheets has been researched extensively over the past...secondary debris resulting from blast pressure, and the effectiveness of systems comprising polymers, composites, geotextiles , and thin steel and aluminum...wall structure undergoes large transient displacements. Initially, relatively stiff composite laminates and geotextiles were investigated, including

  7. Impact of nitrogen seeding on confinement and power load control of a high-triangularity JET ELMy H-mode plasma with a metal wall

    NARCIS (Netherlands)

    Giroud, C.; Maddison, G. P.; Jachmich, S.; Rimini, F.; Beurskens, M. N. A.; Balboa, I.; Brezinsek, S.; Coelho, R.; Coenen, J. W.; Frassinetti, L.; Joffrin, E.; Oberkofler, M.; Lehnen, M.; Liu, Y.; Marsen, S.; McCormick, K.; Meigs, A.; Neu, R.; Sieglin, B.; van Rooij, G. J.; Arnoux, G.; Belo, P.; Brix, M.; Clever, M.; Coffey, I.; Devaux, S.; Douai, D.; Eich, T.; Flanagan, J.; S. Grünhagen,; Huber, A.; Kempenaars, M.; Kruezi, U.; Lawson, K.; Lomas, P.; Lowry, C.; Nunes, I.; Sirinnelli, A.; Sips, A.C.C.; Stamp, M.; Wiesen, S.; JET-EFDA Contributors,

    2013-01-01

    This paper reports the impact on confinement and power load of the high-shape 2.5 MA ELMy H-mode scenario at JET of a change from all carbon plasma-facing components to an all metal wall. In preparation to this change, systematic studies of power load reduction and impact on confinement as a result

  8. AN EVALUATION OF MULTI-HAZARD RISK SUBJECTED TO BLAST AND EARTHQUAKE LOADS IN RC MOMENT FRAME WITH SHEAR WALL

    Directory of Open Access Journals (Sweden)

    HADI FAGHIHMALEKI

    2017-03-01

    Full Text Available Over the recent decades, many public buildings located in a region of highseismic hazard have been subjected to simultaneous effect of abnormal loads against which they were not specifically designed. Hence, it is necessary to investigate the critical events occurring on the structure during its lifetime in order to investigate the structure’s performance based on a multi-hazard approach. The current study proposes a probabilistic framework for multihazard risk associated with collapse limit state of RC moment frame with shear wall structure, which is subjected to blast threats in the presence of seismic risk. The annual risk of structural collapse is calculated taking into account both the collapse caused by an earthquake event and the blast-induced progressive collapse. The blast fragility is calculated using a simulation procedure of Monte Carlo for generating blast scenarios. As a case study, the blast and seismic fragilities of a generic eight-story RC moment frame with shear wall building located in high seismic zone and subjected to the effect of blast load are calculated and implemented in the framework of a multi-hazard risk. The findings of the current research show a considerable risk; finally, the importance of taking the blast measure into account when designing strategic structures in areas of high seismic risk is highlighted.

  9. Simulations of fast ion wall loads in ASDEX Upgrade in the presence of magnetic perturbations due to ELM mitigation coils

    CERN Document Server

    Asunta, Otto; Kurki-Suonio, Taina; Koskela, Tuomas; Sipilä, Seppo; Snicker, Antti; Garcia-Muñoz, Manuel

    2015-01-01

    The effect of ASDEX Upgrade (AUG) ELM mitigation coils on fast ion wall loads was studied with the fast particle following Monte Carlo code ASCOT. Neutral beam injected (NBI) particles were simulated in two AUG discharges both in the presence and in the absence of the magnetic field perturbation induced by the eight newly installed in-vessel coils. In one of the discharges (#26476) beams were applied individually, making it a useful basis for investigating the effect of the coils on different beams. However, no ELM mitigation was observed in #26476, probably due to the low plasma density. Therefore, another discharge (#26895) demonstrating clear ELM mitigation was also studied. The magnetic perturbation due to the in-vessel coils has a significant effect on the fast particle confinement, but only when total magnetic field, $B_{tot}$, is low. When $B_{tot}$ was high, the perturbation did not increase the losses, but merely resulted in redistribution of the wall power loads. Hence, it seems to be possible to ac...

  10. Protecting ITER walls: fast ion power loads in 3D magnetic field

    Science.gov (United States)

    Kurki-Suonio, T.; Särkimäki, K.; Äkäslompolo, S.; Varje, J.; Liu, Y.; Sipilä, S.; Asunta, O.; Hirvijoki, E.; Snicker, A.; Terävä, J.; Cavinato, M.; Gagliardi, M.; Parail, V.; Saibene, G.

    2017-01-01

    The fusion alpha and beam ion with steady-state power loads in all four main operating scenarios of ITER have been evaluated by the ASCOT code. For this purpose, high-fidelity magnetic backgrounds were reconstructed, taking into account even the internal structure of the ferritic inserts and tritium breeding modules (TBM). The beam ions were found to be almost perfectly confined in all scenarios, and only the so-called hybrid scenario featured alpha loads reaching 0.5 MW due to its more triangular plasma. The TBMs were not found to jeopardize the alpha confinement, nor cause any hot spots. Including plasma response did not bring dramatic changes to the load. The ELM control coils (ECC) were simulated in the baseline scenario and found to seriously deteriorate even the beam confinement. However, the edge perturbation in this case is so large that the sources have to be re-evaluated with plasma profiles that take into account the ECC perturbation.

  11. Analogy between slow flow in channels with porous walls and flexure of simply suspended plates under uniform load

    Science.gov (United States)

    Jensen, Kaare

    2012-11-01

    The effect porous walls are important in the study of biological pipe flows due to the presence of semipermeable cell walls and in industrial filtration applications. Here, we consider slow flow of a viscous incompressible liquid in a channel of constant but arbitrary cross section shape, driven by non-uniform suction or injection through the porous channel walls. A similarity transformation reduces the Navier-Stokes equations to a set of coupled equations for the velocity potential in two dimensions. When the channel aspect ratio and Reynolds number are both small, the problem reduces to solving the biharmonic equation with constant forcing in two dimensions. With the relevant boundary conditions, determining the velocity field in a porous channels is thus equivalent to solving for the vertical displacement of a simply suspended thin plate under uniform load. This allows us to provide analytic solutions for flow in porous channels whose cross-section is e.g. a rectangle or an equilateral triangle, and provides a general framework for the extension of Berman flow (Journal of Applied Physics 24(9), p. 1232, 1953) to three dimensions.

  12. Investigating shoulder muscle loading and exerted forces during wall painting tasks: influence of gender, work height and paint tool design.

    Science.gov (United States)

    Rosati, Patricia M; Chopp, Jaclyn N; Dickerson, Clark R

    2014-07-01

    The task of wall painting produces considerable risk to the workers, both male and female, primarily in the development of upper extremity musculoskeletal disorders. Insufficient information is currently available regarding the potential benefits of using different paint roller designs or the possible adverse effects of painting at different work heights. The aim of this study was to investigate the influence of gender, work height, and paint tool design on shoulder muscle activity and exerted forces during wall painting. Ten young adults, five male and five female, were recruited to perform simulated wall painting at three different work heights with three different paint roller designs while upper extremity muscle activity and horizontal push force were recorded. Results demonstrated that for female participants, significantly greater total average (p = 0.007) and integrated (p = 0.047) muscle activity was present while using the conventional and curly flex paint roller designs compared to the proposed design in which the load was distributed between both hands. Additionally, for both genders, the high working height imposed greater muscular demands compared to middle and low heights. These findings suggest that, if possible, avoid painting at extreme heights (low or high) and that for female painters, consider a roller that requires the use of two hands; this will reduce fatigue onset and subsequently mitigate potential musculoskeletal shoulder injury risks.

  13. Load carrying capacity of shear wall t-connections reinforced with high strength wire ropes

    DEFF Research Database (Denmark)

    Jørgensen, Henrik B.; Bryndom, Thor; Larsen, Michael

    2016-01-01

    Traditionally, U-bar loop connections with keyed joints have been used in vertical shear connections between precast concrete wall elements. However, in the recent years, connections with looped high strength wire ropes instead of U-bar loops have proven to be a much more construction......-friendly solution. The wire ropes have no bending stiffness and therefore allow for an easier vertical installation of the wall elements. During the last 10 – 15 years, a number of shear tests on plane wire rope connections have been carried out. However, to the best knowledge of the authors, tests on wire rope...... connections for assembly of precast elements in different planes, such as T- and L-connections, have not yet been published. This paper presents the results of a large test series recently conducted at the University of Southern Denmark to study the shear behaviour of high strength wire rope T...

  14. Load Carrying Capacity of Shear Wall T-Connections Reinforced with High Strength Wire Ropes

    DEFF Research Database (Denmark)

    Jørgensen, Henrik Brøner; Bryndum, Thor; Larsen, Michael

    2017-01-01

    Traditionally, U-bar loop connections with keyed joints have been used in vertical shear connections between precast concrete wall elements. However, in the recent years, connections with looped high strength wire ropes instead of U-bar loops have proven to be a much more construction......-friendly solution. The wire ropes have no bending stiffness and therefore allow for an easier vertical installation of the wall elements. During the last 10 – 15 years, a number of shear tests on plane wire rope connections have been carried out. However, to the best knowledge of the authors, tests on wire rope...... connections for assembly of precast elements in different planes, such as T- and L-connections, have not yet been published. This paper presents the results of a large test series recently conducted at the University of Southern Denmark to study the shear behaviour of high strength wire rope T...

  15. 夏热冬冷地区建筑外墙保温材料和保温形式的发展趋势%The Development Trend of Exterior Wall Thermal Insulation Material and Thermal Insulation Form in Hot Summer and Cold Winter Zone

    Institute of Scientific and Technical Information of China (English)

    朱冰曲; 陈晓明; 王婧

    2013-01-01

    夏热冬冷地区围护结构设计需要同时考虑冬季保温与夏季隔热的问题,这对建筑的围护结构节能设计提出了较高的要求.在介绍常用的外墙保温材料性能和保温形式基础上,针对夏热冬冷地区的气候特征和建筑特点,进行外墙保温材料和保温形式的研究,指出在保温材料方面,复合保温材料结合了有机保温材料和无机保温材料各自的优点,在一定程度上解决了无机保温材料厚度较大而有机保温材料防火性能差的不足;在保温形式方面,建筑外墙内外组合保温和墙体自保温体系相结合是夏热冬冷地区保温形式的发展趋势,这种保温形式的实质就是保温材料与砌体相结合,共同实现建筑外围护综合保温的目的.%In hot summer and cold winter zone, retaining structure design should be considered thermal insulation in winter and heat insulation in summer together, so it has a higher design requirement of energy-saving. On the basis of introducing the performance of thermal insulation material and thermal insulation form commonly used for external wall, external wall insulation materials and insulation form were studied and their development trend was discussed according to the climate characteristics and the building features in hot summer and cold winter zone. Organic insulation materials are not good at fireproof performance, and inorganic insulation materials usually have large thickness. Composite insulation materials combine the respective advantages of both and to some extent, it tackles their deficiencies. According to thermal insulation form, development trend is to combine the two measures-one is mixing the internal and external insulation of exterior wall; another is self-insulation system of exterior wall. The essence of this thermal insulation form is the combination of thermal insulation material and brickwork, so it can realize the aim of integrated insulation for building envelope.

  16. Heat Transfer and Energy Performance of a PVA Wall Tile Containing Macro-Encapsulated PCM

    Directory of Open Access Journals (Sweden)

    Pin-Feng Liu

    2016-08-01

    Full Text Available This study integrated building material engineering, building construction practices, and heat transfer mechanisms to develop a polyvinyl acetate (PVA based wall tile, containing macro-encapsulated phase change material (macro-encapsulated PCM, macroPCM and PVA. The heat transfer characteristics and energy performances of the proposed prototype were investigated experimentally. The results indicated that the PVA-based macroPCM wall tile is suitable for use in exterior walls to enhance the thermal performance. The tile shows a lower heat indoor heat flux than other tested similar building materials and increases the time lag of peak load, effectively shifting the summer peak demand.

  17. Performance profiles of exterior fire protective building envelopes

    OpenAIRE

    2016-01-01

    The fire protective envelope of any building consists of multiple elements with widely differing properties relating to a fire, such as glass, roof tiles and sheathings, wood cladding, gaps and openings. Where resistance to an exterior fire is required, all elements should be verified to provide a comparable risk of burn-through. Elements are rated by either the material response to fire or fire resistance. In Europe, cladding sheets and wall membranes can be rated by K classes, which effecti...

  18. Nonlocal axial load-bearing capacity of two neighboring perpendicular single-walled carbon nanotubes accounting for shear deformation

    Science.gov (United States)

    Kiani, Keivan

    2015-11-01

    This study is devoted to examine load-bearing capacity of a nanosystem composed of two adjacent perpendicular single-walled carbon nanotubes (SWCNTs) which are embedded in an elastic matrix. Accounting for the nonlocality and the intertube van der Waals forces, the governing equations are established based on the nonlocal Euler-Bernoulli, Timoshenko, and higher-order beam theories. These are sets of coupled integro-ordinary differential equations whose analytical solutions are unavailable. Hence, an efficient meshless methodology is proposed and the discrete governing equations are obtained via Galerkin approach. By solving the resulting set of eigenvalue equations, the axial buckling load of the elastically embedded nanosystem is evaluated. The roles of the radius and slenderness ratio of the constitutive SWCNTs, free distance between two tubes, small-scale parameter, aspect ratio, transverse and rotational stiffness of the surrounding matrix on the axial buckling load of the nanosystem are comprehensively addressed. The obtained results can be regarded as a pivotal step for better understanding the mechanism of elastic buckling of more complex systems such as elastically embedded-orthogonal membranes or even forests of SWCNTs.

  19. Lateral load-carrying capacity analyses of composite shear walls with double steel plates and filled concrete with binding bars

    Institute of Scientific and Technical Information of China (English)

    周德源; 刘凌飞; 朱立猛

    2016-01-01

    A method is developed to predict the lateral load-carrying capacity of composite shear walls with double steel plates and filled concrete with binding bars (SCBs). Nonlinear finite element models of SCBs were established by using the finite element tool, Abaqus. Tie constraints were used to connect the binding bars and the steel plates. Surface-to-surface contact provided by the Abaqus was used to simulate the interaction between the steel plate and the core concrete. The established models could predict the lateral load-carrying capacity of SCBs with a reasonable degree of accuracy. A calculation method was developed by superposition principle to predict the lateral load-carrying capacity of SCBs for the engineering application. The concrete confined by steel plates and binding bars is under multi-axial compression; therefore, its shear strength was calculated by using the Guo-Wang concrete failure criterion. The shear strength of the steel plates of SCBs was calculated by using the von Mises yielding criterion without considering buckling. Results of the developed method are in good agreement with the testing and finite element results.

  20. STUDY OF HIGHER MODE EFFECTS AND LATERAL LOAD PATTERNS IN PUSHOVER ANALYSIS OF STEEL FRAMES WITH STEEL SHEAR WALL

    Directory of Open Access Journals (Sweden)

    Mohammad Ghanoonibagha

    2016-03-01

    Full Text Available When an earthquake occurs, the structure will enter into a nonlinear stage; therefore, new approaches based on nonlinear analysis are needed to flourish with the purpose of more realistic investigations on seismic behavior and destruction mechanism of structures. According to the modern philosophy, “Performance-based Earthquake Engineering” is formed in which simple nonlinear static analyses are mostly used in order to determine the structure’s behavior in nonlinear stage. This method assumes that the structure response is only controlled by the main mode and the shape of this mode will remain the same, while it enters the nonlinear stage. Both of these assumptions are approximations, especially in high buildings, which have a long period. It seems that constant load pattern used in these methods cannot consider all of the effects properly. In this paper, an attempt was made to study the accuracy of these methods in comparison to nonlinear dynamic analysis, by considering various load patterns existing in FEMA, also load patterns proportional to higher modes in nonlinear static method, and employing an approximative method of MPA modal analysis, study the accuracy of these methods in comparison to nonlinear dynamic analysis. For this purpose, three steel frames of 4, 8, and 12-stories with steel shear wall have been studied.

  1. A New Self-Loading Locomotion Mechanism for Wall Climbing Robots Employing Biomimetic Adhesives

    Institute of Scientific and Technical Information of China (English)

    Amirpasha Peyvandi; Parviz Soroushian; Jue Lu

    2013-01-01

    A versatile locomotion mechanism is introduced and experimentally verified.This mechanism comprises four rectangular wheels (legs) with rotational phase difference which enables the application of pressure to each contacting surface for securing it to the surface using bio-inspired or pressure-sensitive adhesives.In this mechanism,the adhesives are applied to two rigid plates attached to each wheel via hinges incorporating torsional springs.The springs force the plates back to their original position after the contact with the surface is lost in the course of locomotion.The wheels are made of low-modulus elastomers,and the pressure applied during contact is controlled by the elastic modulus,geometry and phase difference of wheels.This reliable adhesion system does not rely upon gravity for adhering to surfaces,and provides the locomotion mechanism with the ability to climb walls and transition from horizontal to vertical surfaces.

  2. Effect of Fusion Neutron Source Numerical Models on Neutron Wall Loading in a D-D Tokamak Device

    Institute of Scientific and Technical Information of China (English)

    陈义学; 吴宜灿

    2003-01-01

    Effect of various spatial and energy distributions of fusion neutron source on the calculation of neutron wall loading of Tokamak D-D fusion device has been investigated by means of the 3-D Monte Carlo code MCNP. A realistic Monte Carlo source model was developed based on the accurate representation of the spatial distribution and energy spectrum of fusion neutrons to solve the complicated problem of tokamak fusion neutron source modelling. The results show that those simplified source models will introduce significant uncertainties. For accurate estimation of the key nuclear responses of the tokamak design and analyses, the use of the realistic source is recommended. In addition, the accumulation of tritium produced during D-D plasma operation should be carefully considered.

  3. Thermoelastic Analysis of a Functionally Graded Rotating Thick-Walled Tube Subjected to Mechanical and Thermal Loads

    Science.gov (United States)

    Xin, Libiao; Yang, Shengyou; Ma, Baoyu; Dui, Guansuo

    2015-11-01

    A thermoelastic solution for the functionally graded rotating thick-walled tube subjected to axisymmetric mechanical and thermal loads is given in terms of volume fractions of constituents. We assume that the tube consists of two linear elastic constituents and the volume fraction of one phase is a power function varied in the radial direction. By using the assumption of a uniform strain field within the representative volume element, the theoretical solutions of the displacement and the stresses are presented. Based on the relation of the volume average stresses of constituents and the macroscopic stresses of the composite material in micromechanics, the present method can avoid the assumption of the distribution regularities of unknown overall material parameters appeared in existing papers, such as Young's modulus, thermal expansion coefficient, thermal conductivity, and density. The effects of the angular velocity, the volume fraction, the ratio of two thermal expansion coefficients, the ratio of two thermal conductivities, and the ratio of two densities on the displacement and stresses are systematically studied, which should help structural engineers and material scientists optimally design thick-walled tube comprised inhomogeneous materials.

  4. Impact of nitrogen seeding on confinement and power load control of a high-triangularity JET ELMy H-mode plasma with a metal wall

    CERN Document Server

    Giroud, C; Jachmich, S; Rimini, F; Beurskens, M N A; Balboa, I; Brezinsek, S; Coelho, R; Coenen, J W; Frassinetti, L; Joffrin, E; Oberkofler, M; Lehnen, M; Liu, Y; Marsen, S; K, K McCormick; Meigs, A; Neu, R; Sieglin, B; van Rooij, G; Arnoux, G; Belo, P; Brix, M; Clever, M; Coffey, I; Devaux, S; Douai, D; Eich, T; Flanagan, J; Grunhagen, S; Huber, A; Kempenaars, M; Kruezi, U; Lawson, K; Lomas, P; Lowry, C; Nunes, I; Sirinnelli, A; Sips, A C C; Stamp, M; Wiesen, S; contributors, JET-EFDA

    2013-01-01

    This paper reports the impact on confinement and power load of the high-shape 2.5MA ELMy H-mode scenario at JET of a change from an all carbon plasma facing components to an all metal wall. In preparation to this change, systematic studies of power load reduction and impact on confinement as a result of fuelling in combination with nitrogen seeding were carried out in JET-C and are compared to their counterpart in JET with a metallic wall. An unexpected and significant change is reported on the decrease of the pedestal confinement but is partially recovered with the injection of nitrogen.

  5. Design of the vapor diffusion characteristics of the exterior facing of the facade thermal insulation systems

    Directory of Open Access Journals (Sweden)

    Bogdanović Veliborka

    2003-01-01

    Full Text Available Various facade facings - systems made of thermal insulation materials with the finishing facade renders which are directly applied to the facade walls are simple for construction and are applied in the newly built structures and they are also suitable for the application in the cases of the energy revitalization of the existing buildings. The exterior walls, and especially their outer layers, are exposed to various atmospheric influences. They cause different effects in the walls, one of them being the occurrence of the water vapor condensation. In the walls with the facade thermal insulation systems, the occurrence of the water vapor condensation may be caused by the vapor diffusion characteristics of the exterior render. At certain temperatures and humidity of the external and internal air, there are several conditions for the occurrence of the water vapor condensation in the wall with the facade thermal insulation system, when the exterior render is of higher relative resistance to the water vapor diffusion. Therefore, it is useful to determine the vapor diffusion characteristics, that is, highest values of the relative resistance to the water vapor diffusion of the exterior renders which will not cause the condensation of the water vapor in the wall, or at least those that will not cause the impermissible dampening of the wall material, and will allow for the possibility of moisture drying.

  6. Distortional solutions for loaded semi-discretized thin-walled beams

    DEFF Research Database (Denmark)

    Andreassen, Michael Joachim; Jönsson, Jeppe

    2012-01-01

    distortional displacement fields which decouple the reduced order differential equations. In this process the cross section is discretized into finite cross-section elements, and the natural distortional modes as well as the related axial variations are found as solutions to the established coupled fourth...... order homogeneous differential equations of GBT.In this paper the non-homogeneous distortional differential equations of GBT are formulated using this novel semi-discretization process. Transforming these non-homogeneous distortional differential equations into the natural eigenmode space by using...... the distortional modal matrix found for the homogeneous system, we get the uncoupled set of differential equations including the distributed loads. This uncoupling is very important in GBT, since the shear stiffness contribution from St. Venant torsional shear stress as well as “Bredt's shear flow” cannot...

  7. Defect-Defect Interaction in Single-Walled Carbon Nanotubes Under Torsional Loading

    Science.gov (United States)

    Huq, Abul M. A.; Bhuiyan, Abuhanif K.; Liao, Kin; Goh, Kheng Lim

    This paper presents an analysis of interactions between a pair of Stone-Wales (SW) defects in a single-walled carbon nanotube (SWCNT) that has been subjected to an external torque. Defect pairs, representing the different combinations of SW defect of A (SW-A) and B (SW-B) modes, were incorporated in SWCNT models of different chirality and diameter and solved using molecular mechanics. Defect-defect interaction was investigated by evaluating the C-C steric interactions in the defect that possesses the highest potential energy, E, as a function of inter-defect distance, D. This study reveals that the deformation of the C-C bond is attributed to bond stretching and bending. In the SW-B defects, there is an additional contributor arising from the dihedral angular deformation. The magnitude of E depends on the type of defect but the profile of the E versus D curve depends on the orientation of the defects. The largest indifference length, D0, beyond which two defects cease to interact, is approximately 30 Å. When the angular displacement of the tube increases two-fold, E increases, but the profile of the E versus D curve is not affected. The sense of rotation affects the magnitude of E but not the profile of the E versus D curve.

  8. Folic acid mediated solid lipid nanocarriers loaded with docetaxel and oxidized single-walled carbon nanotubes

    Science.gov (United States)

    Zhu, Xiali; Huang, Shengnan; Xie, Yingxia; Zhang, Huijuan; Hou, Lin; Zhang, Yingjie; Huang, Heqing; Shi, Jinjin; Wang, Lei; Zhang, Zhenzhong

    2014-01-01

    Single-walled carbon nanotubes (SWNT) possess high-near-infrared absorption coefficient, large surface area, and have great potential in drug delivery. In this study, we obtained ultrashort oxidized SWNT (OSWNT) using mixed acid oxidation method. Then, docetaxel (DTX) and folic acid (FA) are conjugated with OSWNT via π- π accumulation and amide linkage, respectively. A targeting and photothermal sensitive drug delivery system FA-DTX-OSWNT-SLN was prepared following a microemulsion technique. The size and zeta potential of FA-DTX-OSWNT-SLN were 182.8 ± 2.8 nm and -34.59 ± 1.50 mV, respectively. TEM images indicated that FA-DTX-OSWNT-SLN was spherical and much darker than general solid lipid nanoparticles (SLN). Furthermore, OSWNT may wind round, insert into or be encapsulated into the nanocarriers. Compared with free DTX, FA-DTX-OSWNT-SLN could efficiently cross cell membranes and afford higher antitumor efficacy in MCF-7 cells in vitro. Meanwhile, the combination of near-infrared laser (NIR) irradiation at 808 nm significantly enhanced cell inhibition. In conclusion, FA-DTX-OSWNT-SLN drug delivery system in combination with 808 nm NIR laser irradiation may be promising for targeting and photothermal cancer therapy with multiple mechanisms in future.

  9. Integrating Building Functions into Massive External Walls

    Directory of Open Access Journals (Sweden)

    Ahmed Hisham Hafez

    2016-05-01

    Full Text Available Well into the twentieth century, brick and stone were the materials used. Bricklaying and stonemasonry were the construction technologies employed for the exterior walls of virtually all major structures. However, with the rise in quality of life, the massive walls alone became incapable of fulfilling all the developed needs. Adjacent systems and layers had then to be attached to the massive layer. Nowadays, the external wall is usually composed of a layered construction. Each external wall function is usually represented by a separate layer or system. The massive layer of the wall is usually responsible for the load-bearing function.Traditional massive external walls vary in terms of their external appearance, their composition and attached layers. However, their design and construction process is usually a repeated process. It is a linear process where each discipline is concerned with a separate layer or system. These disciplines usually take their tasks away and bring them back to be re-integrated in a layered manner. New massive technologies with additional function have recently become available.Such technologies can provide the external wall with other functions in addition to its load-bearing function. The purpose of this research is to map the changes required to the traditional design and construction process when massive technologies with additional function are applied in external walls. Moreover, the research aims at assessing the performance of massive solutions with additional function when compared to traditional solutions in two different contexts, the Netherlands and Egypt.Through the analysis of different additional function technologies in external walls, a guidance scheme for different stakeholders is generated. It shows the expected process changes as related to the product level and customization level. Moreover, the research concludes that the performance of additional insulating technologies, and specifically Autoclaved

  10. 砂岩质煤矸石制备外墙泡沫保温材料%Preparation of Thermal Insulation Foam Material for Exterior Wall with Sandstone Coal Gangue

    Institute of Scientific and Technical Information of China (English)

    孙晓刚; 李小庆; 邱景平; 邢军; 赵英良

    2015-01-01

    In order to seek the sources of raw materials for exterior foam insulation material,through optimizing of particle gradation,improving plasticity and adding inorganic plasticizer,techniques for increasing its plasticity and making the qualified product are found out,with the sandstone coal gangue and polishing tile waste as the main raw materials. Analysis is made on the effect of bulk density,compressive strength and thermal conductivity,with different amount of polishing tile waste and addi-tive,to design the orthogonal experiment to determine the suitable additive content. The optimum sintering procedure is con-firmed with orthogonal test of choosing preheating temperature,preheating time,sintering temperature and holding time as four main factors,which has great effect on the sintering procedure. The results provide a new way to produce new building materials for the comprehensive utilization of industrial waste.%为寻求外墙泡沫保温材料的原料来源,以砂岩质煤矸石和抛光砖泥为主要原料,通过优化颗粒级配、陈化增塑、添加无机增塑剂等措施,探索提高原料可塑性、生产合格制品的工艺技术。通过抛光砖泥和添加剂掺量的不同,分析掺入料对制品体积密度、抗压强度、导热系数的影响,设计正交试验确定适宜的添加剂含量;以对烧结制度影响较大的预热温度、预热时间、烧结温度和保温时间为4个因素设计正交试验,确定烧制保温材料的最佳烧结制度。该研究结果为综合利用工业废料制备新型建材提供了新的途径。

  11. Pharmacokinetic and biodistribution studies of doxorubicin-loaded single-wall carbon nanohorns in mice

    Energy Technology Data Exchange (ETDEWEB)

    Wang, Junling [China Pharmaceutical University, Department of Analytical Chemistry (China); Ma, Xiaona [Hohai University, Key Laboratory of Integrated Regulation and Resource Development on Shallow Lakes of Ministry of Education, College of Environment (China); Shu, Chang; Li, Nannan; Zhao, Qian; Wang, Ran; Zhong, Wenying, E-mail: wyzhong@cpu.edu.cn [China Pharmaceutical University, Department of Analytical Chemistry (China)

    2015-09-15

    Pharmacokinetic and biodistribution studies of doxorubicin-loaded carbon nanohorns (DOX@oxSWCNHs/SA) in plasma and tissues were carried out. A high-performance liquid chromatographic method was developed and validated to determine the amount of doxorubicin. Compared with free DOX, the half-life (t{sub 1/2}) of DOX@oxSWCNHs/SA was increased from 5.44 ± 1.09 to 7.38 ± 0.98 h, area under plasma concentration–time curve (AUC{sub 0–∞}) was increased from 0.63 ± 0.008 to 1.42 ± 0.12 μg/(ml h), and the clearance of DOX was declined from 634 ± 10.05 to 280 ± 24.06 ml/h. No DOX was detected in heart after intravenous injection with DOX@oxSWCNHs/SA, while higher concentrations of drug were found in other tissues. These results suggested that DOX@oxSWCNHs/SA had the potential to obtain a long retention time in blood, sustained drug release, and a low toxicity, especially low cardiotoxicity.

  12. Pharmacokinetic and biodistribution studies of doxorubicin-loaded single-wall carbon nanohorns in mice

    Science.gov (United States)

    Wang, Junling; Ma, Xiaona; Shu, Chang; Li, Nannan; Zhao, Qian; Wang, Ran; Zhong, Wenying

    2015-09-01

    Pharmacokinetic and biodistribution studies of doxorubicin-loaded carbon nanohorns (DOX@oxSWCNHs/SA) in plasma and tissues were carried out. A high-performance liquid chromatographic method was developed and validated to determine the amount of doxorubicin. Compared with free DOX, the half-life ( t 1/2) of DOX@oxSWCNHs/SA was increased from 5.44 ± 1.09 to 7.38 ± 0.98 h, area under plasma concentration-time curve (AUC0-∞) was increased from 0.63 ± 0.008 to 1.42 ± 0.12 μg/(ml h), and the clearance of DOX was declined from 634 ± 10.05 to 280 ± 24.06 ml/h. No DOX was detected in heart after intravenous injection with DOX@oxSWCNHs/SA, while higher concentrations of drug were found in other tissues. These results suggested that DOX@oxSWCNHs/SA had the potential to obtain a long retention time in blood, sustained drug release, and a low toxicity, especially low cardiotoxicity.

  13. Target particle and heat loads in low-triangularity L-mode plasmas in JET with carbon and beryllium/tungsten walls

    NARCIS (Netherlands)

    Groth, M.; Brezinsek, S.; Belo, P.; Corrigan, G.; Harting, D.; Wiesen, S.; Beurskens, M. N. A.; Brix, M.; Clever, M.; Coenen, J. W.; Eich, T.; Flanagan, J.; Giroud, C.; Huber, A.; Jachmich, S.; Kruezi, U.; Lehnen, M.; Lowry, C.; Maggi, C. F.; Marsen, S.; Meigs, A. G.; Sergienko, G.; Sieglin, B.; Silva, C.; Sirinelli, A.; Stamp, M. F.; van Rooij, G. J.

    2013-01-01

    Divertor radiation profiles, and power and particle fluxes to the target have been measured in attached \\{JET\\} L-mode plasmas with carbon and beryllium/tungsten wall materials. In the beryllium/tungsten configuration, factors of 2–3 higher power loads and peak temperatures at the low field side tar

  14. Properties of a new energy-saving and load-bearing sandwich composite wall material without connecting pieces%一种无拉接件的节能承重型夹芯复合墙材的性能

    Institute of Scientific and Technical Information of China (English)

    殷素红; 周小华; 李从波; 文梓芸

    2012-01-01

    研制了一种在两等厚的全轻轻集料混凝土中间浇注泡沫保温砂浆的无拉接件节能承重型夹芯复合墙材,对不同保温层厚度、不同物理嵌合方式的夹芯复合墙材的抗压强度、劈裂抗拉强度和热工性能进行研究.结果表明,设计墙材厚度为150 mm时,虽然影响复合墙材抗压强度和劈裂抗拉强度的因素有所不同,但当保温层厚度为40~50 mm,采用单齿结构复合方式,齿形宽度为50~60 mm时,复合墙材的抗压强度和劈裂抗拉强度较高,分别可达8.0、1.2 MPa,满足MU7.5强度等级墙体材料的要求;同时墙材的传热系数K约为1.3 W/(m2·K),热惰性指标D约为4.15,满足夏热冬暖地区居住建筑节能50%的要求.%A new energy-saving and load-bearing sandwich composite wall material without connecting pieces was developed, which was manufactured by pouring foam mortar into the space between two lightweight aggregate concrete. The compression strength, splitting tensile strength and thermal performance of this wall material with different insulation thickness and different composite forms were studied in this paper. Results show that, when the thickness of the wall material is 150 mm, the insulation thickness is 40-50 mm, the tooth width of single tooth structure composite form is 50-60 mm, the compression strength and splitting tensile strength of the wall material are high, respectively reaching 8.0 MPa and 1.2 MPa, and meet the requirement of MU7.5 strength grade. Simultaneity, the heat transfer coefficient K of the wall material is about 1.3 W/(m2·K) and the thermal inertia index D is about 4.15, which meet the thermal design requirements of 50% energy-saving of exterior wall used for residential building in hot summer and warm winter area.

  15. Forced Transverse Vibration of a Closed Double Single-Walled Carbon Nanotube System Containing a Fluid with Effect of Compressive Axial Load

    Directory of Open Access Journals (Sweden)

    Mehrdad Nasirshoaibi

    2015-01-01

    Full Text Available Based on the Rayleigh beam theory, the forced transverse vibrations of a closed double single-walled carbon nanotube (SWCNT system containing a fluid with a Pasternak layer in-between are investigated. It is assumed that the two single-walled carbon nanotubes of the system are continuously joined by a Pasternak layer and both sides of SWCNTs containing a fluid are closed. The dynamic responses of the system caused by arbitrarily distributed continuous loads are obtained. The effect of compressive axial load on the forced vibrations of the double single-walled carbon nanotube system is discussed for one case of particular excitation loading. The properties of the forced transverse vibrations of the system are found to be significantly dependent on the compressive axial load. The steady-state vibration amplitudes of the SWCNT decrease with increasing of length of SWCNT. Vibrations caused by the harmonic exciting forces are discussed, and conditions of resonance and dynamic vibration absorption are formulated. The SWCNT-type dynamic absorber is a new concept of a dynamic vibration absorber (DVA, which can be applied to suppress excessive vibrations of corresponding SWCNT systems.

  16. Exterior Powers of Symmetric Bilinear Forms

    Institute of Scientific and Technical Information of China (English)

    Seán McGarraghy

    2002-01-01

    We study exterior powers of classes of symmetric bilinear forms in the Witt-Grothendieck ring of a field of characteristic not equal to 2, and derive their basic properties. The exterior powers are used to obtain annihilating polynomials for quadratic forms in the Witt ring.

  17. Japón: sector exterior

    OpenAIRE

    Pelegrín Solé, Ángeles

    2008-01-01

    Introducción al comercio exterior, al análisis de los principales sectores importadores y exportadores. Evolución de la inversión directa de Japón en el exterior. Análisis de la distribución geográfica y sectorial.

  18. Potential Energy Savings Due to Phase Change Material in a Building Wall Assembly: An Examination of Two Climates

    Energy Technology Data Exchange (ETDEWEB)

    Childs, Kenneth W [ORNL; Stovall, Therese K [ORNL

    2012-03-01

    Phase change material (PCM), placed in an exterior wall, alters the temperature profile within the wall and thus influences the heat transport through the wall. This may reduce the net energy transport through the wall via interactions with diurnal temperature swings in the external environment or reduce the electricity needed to meet the net load through the wall by shifting the time of the peak load to a time when the cooling system operates more efficiently. This study covers a broad range of parameters that can influence the effectiveness of such a merged thermal storage-thermal insulation system. These parameters included climate, PCM location within the wall, amount of PCM, midpoint of the PCM melting and freezing range relative to the indoor setpoint temperature, temperature range over which phase change occurs, and the wall orientation. Two climates are investigated using finite difference and optimization analyses: Phoenix and Baltimore, with two utility rate schedules. Although potential savings for a PCM with optimized properties were greater when the PCM was concentrated near the inside wall surface, other considerations described here lead to a recommendation for a full-thickness application. An examination of the temperature distribution within the walls also revealed the potential for this system to reduce the amount of energy transported through the wall framing. Finally, economic benefits can exceed energy savings when time-of-day utility rates are in effect, reflecting the value of peak load reductions for the utility grid.

  19. Target particle and heat loads in low-triangularity L-mode plasmas in JET with carbon and beryllium/tungsten walls

    Energy Technology Data Exchange (ETDEWEB)

    Groth, M., E-mail: mathias.groth@aalto.fi [Aalto University, Association EURATOM-Tekes, Espoo (Finland); Brezinsek, S. [Institute for Energy and Climate Research, Association EURATOM-FZJ Jülich (Germany); Belo, P. [Institute of Plasmas and Nuclear Fusion, Association EURATOM-IST, Lisbon (Portugal); Corrigan, G. [Culham Centre of Fusion Energy, EURATOM-Association, Culham Science Centre, Abingdon (United Kingdom); Harting, D.; Wiesen, S. [Institute for Energy and Climate Research, Association EURATOM-FZJ Jülich (Germany); Beurskens, M.N.A.; Brix, M. [Culham Centre of Fusion Energy, EURATOM-Association, Culham Science Centre, Abingdon (United Kingdom); Clever, M.; Coenen, J.W. [Institute for Energy and Climate Research, Association EURATOM-FZJ Jülich (Germany); Eich, T. [Max-Planck Institute for Plasma Physics, EURATOM-Association, Garching (Germany); Flanagan, J.; Giroud, C. [Culham Centre of Fusion Energy, EURATOM-Association, Culham Science Centre, Abingdon (United Kingdom); Huber, A. [Institute for Energy and Climate Research, Association EURATOM-FZJ Jülich (Germany); Jachmich, S. [Association “EURATOM Belgium State”, Laboratory for Plasma Physics, Brussels (Belgium); Kruezi, U.; Lehnen, M. [Institute for Energy and Climate Research, Association EURATOM-FZJ Jülich (Germany); Lowry, C. [EFDA Close Support Unit, Culham Science Centre, Abingdon (United Kingdom); Maggi, C.F. [Max-Planck Institute for Plasma Physics, EURATOM-Association, Garching (Germany); Marsen, S. [Max-Planck-Institut for Plasma Physics, EURATOM-Association, Greifswald (Germany); and others

    2013-07-15

    Divertor radiation profiles, and power and particle fluxes to the target have been measured in attached JET L-mode plasmas with carbon and beryllium/tungsten wall materials. In the beryllium/tungsten configuration, factors of 2–3 higher power loads and peak temperatures at the low field side target were observed in high-recycling scrape-off layer conditions, whilst in close-to-sheath-limited conditions almost identical plasmas were obtained. The 30% reduction in total radiation with the beryllium/tungsten wall is consistent with a reduction of carbon as the dominant impurity radiator; however similar ion current to the plates, emission from recycling neutrals and neutral pressures in the pumping plenum were measured. Simulations with the EDGDE2/EIRENE code of these plasmas indicate a reduction of the total divertor radiation when carbon is omitted, but significantly higher power loads in high-recycling and detached conditions are predicted than measured.

  20. 锰渣陶土复合材料制备外墙保温轻质瓷砖及力学性能分析研究%Use of manganese slag and clay composite material in exterior wall lightweight thermal insulation tile and its mechanical properties

    Institute of Scientific and Technical Information of China (English)

    梁峙; 庄旭; 顾烨; 倪振威; 梁骁; 马捷; 肖扬; 王君; 王广彬

    2015-01-01

    以锰渣、陶土、碳化硅、耐火纤维为主要原料,通过经混合、成型、干燥和烧成等工艺制得锰渣陶土外墙保温轻质瓷砖,实验通过测定不同的锰渣含量和烧结温度,对样品的抗折强度、吸水率进行了分析,通过实验数据表明:锰渣粉含量20%、在氮气环境下烧结、烧结温度850℃,产品吸水率、抗折强度达到最佳效果,通过XRD分析,产品含有大量的锰元素,表明此次试验在高温下保留了锰的原有形态。试验样品具有耐高温、高强度、抗腐蚀性等一系列优良性能。%The exterior wall lightweight thermal insulation tile is prepared by manganese slag, clay, silicon carbide, and refractory fiber as main raw materials. The effect of manganese slag content and firing temperature on the bending strength and water absorption of samples is analyzed. The test show that the samples characterize high temperature resistance, high bending strength, corrosion resistance and other good properties.

  1. Fatigue life assessment of thin-walled welded joints under non-proportional load-time histories by the shear stress rate integral approach

    Directory of Open Access Journals (Sweden)

    A. Bolchoun

    2016-10-01

    Full Text Available Fatigue life tests under constant and variable amplitude loadings were performed on the tube-tube thin-walled welded specimens made of magnesium (AZ31 and AZ61 alloys. The tests included pure axial, pure torsional and combined in-phase and out-of-phase loadings with the load ratio  RR " ", " " 1  . For the tests with variable amplitude loads a Gaußdistributed loading spectrum with S L 4 5 10  cycles was used. Since magnesium welds show a fatigue life reduction under out-of-phase loads, a stress-based method, which takes this behavior into account, is proposed. The out-of-phase loading results in rotating shear stress vectors in the section planes, which are not orthogonal to the surface. This fact is used in order to provide an out-of-phase measure of the load. This measure is computed as an area covered by the shear stress vectors in all planes over a certain time interval, its computation involves the shear stress and the shear stress rate vectors in the individual planes. Fatigue life evaluation for the variable amplitudes loadings is performed using the Palmgren-Miner linear damage accumulation, whereas the total damage of every cycle is split up into two components: the amplitude component and the out-of-phase component. In order to compute the two components a modification of the rainflow counting method, which keeps track of the time intervals, where the cycles occur, must be used. The proposed method also takes into account different slopes of the pure axial and the pure torsional Wöhler-line by means of a Wöhler-line interpolation for combined loadings

  2. The effect of frog pressure and downward vertical load on hoof wall weight-bearing and third phalanx displacement in the horse - an in vitro study : research communication

    Directory of Open Access Journals (Sweden)

    A. Olivier

    2001-07-01

    load increased. Before loading, the pain-causing and pain-alleviating frog pressures resulted in a palmar movement of P3 relative to the dorsal hoof wall compared to the position of P3 at zero frog pressure (P < 0.05. This difference remained statistically significant up to 1300 Nload. At higher loads, the position of P3 did not differ significantly for the different frog pressures applied. It is concluded that increased frog pressure using the REFP shoe decreases total hoof wall weight-bearing and causes palmar movement of P3 at low weight-bearing loads. Without a shoe the toe and quarter hoof wall compression remained more constant and less in magnitude, than with a shoe.

  3. 锰渣陶土外墙保温轻质瓷砖的制备及力学性能分析%Analysis on Mechanical Properties and Preparation of Manganese Slag Clay Composite Exterior Wall Thermal Insulation of Lightweight Tiles

    Institute of Scientific and Technical Information of China (English)

    梁峙; 庄旭; 肖扬; 马捷; 顾烨; 倪振威

    2015-01-01

    Taking manganese slag ,clay ,silicon carbide and refractory fiber as the main raw material , the lightweight tiles for exterior wall thermal insulation wall insulation with manganese slag clay were pre‐pared through mixing ,molding ,drying and firing processes .The flexural strength and bibulous rate of the sample were analyzed by measuring different manganese slag content and sintering temperature .The exper‐imental data showed that :under the environment of nitrogen sintering ,the flexural strength and bibulous rate got to the best effects with 20% manganese slag content and the 850 ℃ sintering temperature . Through XRD analysis ,the samples still contained large amounts of manganese elements which showed that they retained the original forms of manganese with a series of excellent performance such as high tem‐perature resistance ,strong flexural strength and corrosion resistance .%以锰渣、陶土、碳化硅、耐火纤维为主要原料,经混合、成型、干燥和烧成等工艺制得锰渣陶土外墙保温轻质瓷砖。实验通过测定不同的锰渣含量和烧结温度,对样品的抗折强度、吸水率进行分析。实验结果表明:当锰矿渣粉质量分数20%、氮气环境下烧结、烧结温度850℃时,产品吸水率、抗折强度达到最佳效果。通过XRD分析得知产品含有大量的锰元素,表明试验在高温下保留了锰的原有形态。试验样品具有耐高温、高强度、抗腐蚀性等一系列优良性能。

  4. Preparation, characterization and in vitro release study of BSA-loaded double-walled glucose-poly(lactide-co-glycolide) microspheres.

    Science.gov (United States)

    Ansary, Rezaul H; Rahman, Mokhlesur M; Awang, Mohamed B; Katas, Haliza; Hadi, Hazrina; Mohamed, Farahidah; Doolaanea, Abd Almonem; Kamaruzzaman, Yunus B

    2016-09-01

    The aim of this study was to prepare a model protein, bovine serum albumin (BSA) loaded double-walled microspheres using a fast degrading glucose core, hydroxyl-terminated poly(lactide-co-glycolide) (Glu-PLGA) and a moderate-degrading carboxyl-terminated PLGA polymers to reduce the initial burst release and to eliminate the lag phase from the release profile of PLGA microspheres. The double-walled microspheres were prepared using a modified water-in-oil-in-oil-in-water (w/o/o/w) method and single-polymer microspheres were prepared using a conventional water-in-oil-in-water (w/o/w) emulsion solvent evaporation method. The particle size, morphology, encapsulation efficiency, thermal properties, in vitro drug release and structural integrity of BSA were evaluated in this study. Double-walled microspheres prepared with Glu-PLGA and PLGA polymers with a mass ratio of 1:1 were non-porous, smooth-surfaced, and spherical in shape. A significant reduction of initial burst release was achieved for the double-walled microspheres compared to single-polymer microspheres. In addition, microspheres prepared using Glu-PLGA and PLGA polymers in a mass ratio of 1:1 exhibited continuous BSA release after the small initial burst without any lag phase. It can be concluded that the double-walled microspheres made of Glu-PLGA and PLGA polymers in a mass ratio of 1:1 can be a potential delivery system for pharmaceutical proteins.

  5. Steel plates and concrete filled composite shear walls related nuclear structural engineering: Experimental study for out-of-plane cyclic loading

    Energy Technology Data Exchange (ETDEWEB)

    Li, Xiaohu [The College of Architecture and Civil Engineering, Beijing University of Technology, Beijing 100124 (China); Li, Xiaojun, E-mail: beerli@vip.sina.com [The College of Architecture and Civil Engineering, Beijing University of Technology, Beijing 100124 (China); Institute of Geophysics, China Earthquake Administration, Beijing 100081 (China)

    2017-04-15

    Based on the program of CAP1400 nuclear structural engineering, the out-of-plane seismic behavior of steel plate and concrete infill composite shear walls (SCW) was investigated. 6 1/5 scaled specimens were conducted which consist of 5 SCW specimens and 1 reinforced concrete (RC) specimen. The specimens were tested under out-of-plane cyclic loading. The effect of the thickness of steel plate, vertical load and the strength grade of concrete on the out-of-plane seismic behavior of SCW were analyzed. The results show that the thickness of steel plate and vertical load have great influence on the ultimate bearing capacity and lateral stiffness, however, the influence of the strength grade of concrete was little within a certain range. SCW is presented to have a better ultimate capacity and lateral stiffness but have worse ductility in failure stage than that of RC. Based on the experiment, the cracking load of concrete infill SCW was analyzed in theory. The modified calculation formula of the cracking load was made, the calculated results showed good agreement with the test results. The formula can be used as the practical design for the design of cracking loads.

  6. A primer on exterior differential calculus

    Directory of Open Access Journals (Sweden)

    Burton D.A.

    2003-01-01

    Full Text Available A pedagogical application-oriented introduction to the cal­culus of exterior differential forms on differential manifolds is presented. Stokes' theorem, the Lie derivative, linear con­nections and their curvature, torsion and non-metricity are discussed. Numerous examples using differential calculus are given and some detailed comparisons are made with their tradi­tional vector counterparts. In particular, vector calculus on R3 is cast in terms of exterior calculus and the traditional Stokes' and divergence theorems replaced by the more powerful exterior expression of Stokes' theorem. Examples from classical continuum mechanics and spacetime physics are discussed and worked through using the language of exterior forms. The numerous advantages of this calculus, over more traditional ma­chinery, are stressed throughout the article. .

  7. AAC 砌块自由加载墙施工工法%Construction Technology of the Free Loading Wall of AAC Building Block

    Institute of Scientific and Technical Information of China (English)

    陆建辉; 戴伟军; 朱晓波

    2016-01-01

    AAC (Autoclaved Aerated Concrete) building block is light in self-weigh, good fireproof, warm-proof and more easily cutting. But the strength of AAC building block is low. The AAC can’t be easily loaded, punched or holed. Its strength and warm-proof will get lower, when it meets water especially. The technology of the free loading wall of AAC building block (AAC wall) adopts the mixed wall structure, which consists of AAC building blocks, shale bricks and concrete bricks. The AAC wall can be easily loaded, punched, holed and free to fit all kinds of deformation, when you put concrete bricks or shale bricks into AAC wall through BIM design. Using the technology of mortar cover with wire mesh and boundary plugging, the AAC wall can be better in waterproof yet. Using the different thickness among building block wall, shale bricks wall and concrete beam or column, adopting the technology of heat bridge of gearing each other, the heat bridge can be overcome. This technology has solved the common quality failing of AAC wall, enlarging its integrity and use range, increasing the function of punching, holing or waterproofing systemically. It can be widely utilized in inside wall or outside wall because of producing and manufacturing in industry.%AAC 砌块自重轻、易切割、防火与保温性好,但其强度低、不能任意加载,开槽开洞局限较多,遇水湿胀且强度和保温性能变低。 AAC 砌块自由加载墙体施工工艺采用 AAC 砌块、页岩砖、素混凝土块混墙结构,通过 BIM 排块设计,在 AAC 砌块墙体中嵌入素混凝土块,在箱体集中处砌筑页岩砖墙体,以自由地适应加载、开槽开洞和墙体变形;利用表面网膜和界面封堵工艺,较好地解决了防渗防漏;利用砌块墙与页岩砖墙、混凝土梁柱间的厚度差,采用热桥咬合工艺,较好地解决了热桥。该工法系统地解决 AAC 砌块墙体的质量通病、使用局限,增强 AAC砌块墙体的

  8. 24 CFR 3285.801 - Exterior close-up.

    Science.gov (United States)

    2010-04-01

    ... 24 Housing and Urban Development 5 2010-04-01 2010-04-01 false Exterior close-up. 3285.801 Section... DEVELOPMENT MODEL MANUFACTURED HOME INSTALLATION STANDARDS Exterior and Interior Close-Up § 3285.801 Exterior close-up. (a) Exterior siding and roofing necessary to join all sections of the home must be...

  9. Evaluating an Exterior Insulation and Finish System for Deep Energy Retrofits

    Energy Technology Data Exchange (ETDEWEB)

    Dentz, Jordan [ARIES Collaborative, New York, NY (United States); Podorson, David [ARIES Collaborative, New York, NY (United States)

    2014-01-01

    Exterior insulation and finish systems (EIFS) are proprietary synthetic formulations that are applied to the exterior walls of buildings to serve as insulation and exterior cladding. The insulation thickness can vary from less than one inch to a foot or more. In this project the applicability of EIFS for residential deep energy retrofits was investigated through modeling and a case study home. The home was retrofitted using a site-applied four-inch-thick EIFS. Site-specific details were developed as required for the residential retrofit application. Site work and the costs of the EIFS system were documented. The demonstration home was modeled using Building Energy Optimization energy and cost analysis software to explore cost effectiveness of various EIFS insulation thicknesses in two climate locations.

  10. Evaluating an Exterior Insulation and Finish System for Deep Energy Retrofits

    Energy Technology Data Exchange (ETDEWEB)

    Dentz, J.; Podorson, D.

    2014-01-01

    Exterior insulation and finish systems (EIFS) are proprietary synthetic formulations that are applied to the exterior walls of buildings to serve as insulation and exterior cladding. The insulation thickness can vary from less than one inch to a foot or more. In this project the applicability of EIFS for residential deep energy retrofits was investigated through modeling and a case study home. The home was retrofitted using a site-applied four-inch-thick EIFS. Site-specific details were developed as required for the residential retrofit application. Site work and the costs of the EIFS system were documented. The demonstration home was modeled using Building Energy Optimization energy and cost analysis software to explore cost effectiveness of various EIFS insulation thicknesses in two climate locations.

  11. Technology Solutions Case Study: Excavationless: Exterior-Side Foundation Insulation for Existing Homes

    Energy Technology Data Exchange (ETDEWEB)

    None

    2014-09-01

    Building science research supports installing exterior (soil side) foundation insulation as the optimal method to enhance the hygrothermal performance of new homes. With exterior foundation insulation, water management strategies are maximized while insulating the basement space and ensuring a more even temperature at the foundation wall. This project describes an innovative, minimally invasive foundation insulation upgrade technique on an existing home that uses hydrovac excavation technology combined with a liquid insulating foam. Cost savings over the traditional excavation process ranged from 23% to 50%. The excavationless process could result in even greater savings since replacement of building structures, exterior features, utility meters, and landscaping would be minimal or non-existent in an excavationless process.

  12. 75 FR 34170 - Plastic Omnium Automotive Exteriors, LLC, Anderson, SC; Plastic Omnium Automotive Exteriors, LLC...

    Science.gov (United States)

    2010-06-16

    ... Employment and Training Administration Plastic Omnium Automotive Exteriors, LLC, Anderson, SC; Plastic Omnium... Assistance on March 18, 2010, applicable to workers of Plastic Omnium Automotive Exteriors, LLC, Anderson... have occurred involving workers in support of the Anderson, South Carolina location of Plastic...

  13. Numerical Modelling of Double-Steel Plate Composite Shear Walls

    Directory of Open Access Journals (Sweden)

    Michaela Elmatzoglou

    2017-02-01

    Full Text Available Double-steel plate concrete composite shear walls are being used for nuclear plants and high-rise buildings. They consist of thick concrete walls, exterior steel faceplates serving as reinforcement and shear connectors, which guarantee the composite action between the two different materials. Several researchers have used the Finite Element Method to investigate the behaviour of double-steel plate concrete walls. The majority of them model every element explicitly leading to a rather time-consuming solution, which cannot be easily used for design purposes. In the present paper, the main objective is the introduction of a three-dimensional finite element model, which can efficiently predict the overall performance of a double-steel plate concrete wall in terms of accuracy and time saving. At first, empirical formulations and design relations established in current design codes for shear connectors are evaluated. Then, a simplified finite element model is used to investigate the nonlinear response of composite walls. The developed model is validated using results from tests reported in the literature in terms of axial compression and monotonic, cyclic in-plane shear loading. Several finite element modelling issues related to potential convergence problems, loading strategies and computer efficiency are also discussed. The accuracy and simplicity of the proposed model make it suitable for further numerical studies on the shear connection behaviour at the steel-concrete interface.

  14. Preparation, loading, and cytotoxicity analysis of polymer nanotubes from an ethylene glycol dimethacrylate homopolymer in comparison to multi‐walled carbon nanotubes

    Science.gov (United States)

    Thomas, Laurent; Zheng, Yu; Steinhart, Martin; Werner, Carsten; Wang, Wenxin

    2016-01-01

    Abstract Despite concerns over toxicity, carbon nanotubes have been extensively investigated for potential applications in nanomedicine because of their small size, unique properties, and ability to carry cargo such as small molecules and nucleic acids. Herein, we show that polymer nanotubes can be synthesized quickly and easily from a homopolymer of ethylene glycol dimethacrylate (EGDMA). The nanotubes formed via photo‐initiated polymerization of the highly functional prepolymer, inside an anodized aluminium oxide template, have a regular structure and large internal pore and can be loaded with a fluorescent dye within minutes representing a simple alternative to multi‐walled carbon nanotubes for biomedical applications. PMID:27512602

  15. Study on the effect of naturally ventilated cavity wall for passive cooling of warehouse envelopes

    Science.gov (United States)

    Kadoya, Terunori; Utsumi, Yasuo

    A wall cavity with two open slits at top and bottom is expected to regulate overheating of the exterior walls by solar irradiation. This study focuses on estimating the effect with the simulation in steady-state. For a cavity wall which has 3000 mm height, 50 mm thickness and 40% aperture ratio of openings, scores of calculations were excuted. With the condition of 200 W/ m 2 solar irradiation, 15°C temperature difference between interior and exterior and 5 m 2 K/W heat resistance value of the solid part wall, the excution results indicated that the increasing rate of heat resistance by cavity was 21%, more temperature difference provided less efficiency, and more solar irradiation generated more effeciency. To define the ability of the cavity, apparant thermal conductivity of the cavity was estimated. The thermal conductivity of cavity (0.022 W /mK) can be smaller than good insulation materials under the condition of large solar irradiation value (600W/m2). Results proved that the cavity wall had enough performance for reduction of cooling load.

  16. Thermo-sensitive liposomes loaded with doxorubicin and lysine modified single-walled carbon nanotubes as tumor-targeting drug delivery system.

    Science.gov (United States)

    Zhu, Xiali; Xie, Yingxia; Zhang, Yingjie; Huang, Heqing; Huang, Shengnan; Hou, Lin; Zhang, Huijuan; Li, Zhi; Shi, Jinjin; Zhang, Zhenzhong

    2014-11-01

    This report focuses on the thermo-sensitive liposomes loaded with doxorubicin and lysine-modified single-walled carbon nanotube drug delivery system, which was designed to enhance the anti-tumor effect and reduce the side effects of doxorubicin. Doxorubicin-lysine/single-walled carbon nanotube-thermo-sensitive liposomes was prepared by reverse-phase evaporation method, the mean particle size was 232.0 ± 5.6 nm, and drug entrapment efficiency was 86.5 ± 3.7%. The drug release test showed that doxorubicin released more quickly at 42℃ than at 37℃. Compared with free doxorubicin, doxorubicin-lysine/single-walled carbon nanotube-thermo-sensitive liposomes could efficiently cross the cell membranes and afford higher anti-tumor efficacy on the human hepatic carcinoma cell line (SMMC-7721) cells in vitro. For in vivo experiments, the relative tumor volumes of the sarcomaia 180-bearing mice in thermo-sensitive liposomes group and doxorubicin group were significantly smaller than those of N.S. group. Meanwhile, the combination of near-infrared laser irradiation at 808 nm significantly enhanced the tumor growth inhibition both on SMMC-7721 cells and the sarcomaia 180-bearing mice. The quality of life such as body weight, mental state, food and water intake of sarcomaia 180 tumor-bearing mice treated with doxorubicin-lysine/single-walled carbon nanotube-thermo-sensitive liposomes were much higher than those treated with doxorubicin. In conclusion, doxorubicin-lysine/single-walled carbon nanotube-thermo-sensitive liposomes combined with near-infrared laser irradiation at 808 nm may potentially provide viable clinical strategies for targeting delivery of anti-cancer drugs.

  17. Performance profiles of exterior fire protective building envelopes

    Directory of Open Access Journals (Sweden)

    Jarnskjold Tobias

    2016-01-01

    Full Text Available The fire protective envelope of any building consists of multiple elements with widely differing properties relating to a fire, such as glass, roof tiles and sheathings, wood cladding, gaps and openings. Where resistance to an exterior fire is required, all elements should be verified to provide a comparable risk of burn-through. Elements are rated by either the material response to fire or fire resistance. In Europe, cladding sheets and wall membranes can be rated by K classes, which effectively include a measure of the time to burn through. A determination of burn-through time of each element of a specific building envelope should be obtained. A design tool to verify the performance of a building's fire protective envelope has been developed. In this paper, a general description of passive elements of the envelope, which should be included in a risk assessment tool such as an index method, is presented. An illustrative approach to visualise the profiles for areas densely spaced structures where an exterior fire may trigger building-to-building fire spread is also included. The research is based on the hypothesis that a relatively subtle and pointed upgrading of an exterior building envelope will severely reduce the speed of building-to-building fire spread, thus allowing firefighting efforts to get on top of the situation. For a burning structure to expose other buildings to fire, the fire has to settle, which leads to a burn-through to the inside. Once inside, an enclosure fire needs to develop and burn through the roof or break one or more large window panes. It is estimated that a 5–10 min delay for a structure to expose other structures to fire can be sufficient to avoid loss of multiple structures. A 10–50 min burn-through time allows for an extended intervention by the fire brigade, which is significant in rural areas. A fire protective envelope may prevent an exterior fire from penetrating the protective envelope at all and the

  18. Complete Soil-Structure Interaction (SSI) Analyses of I-walls Embedded in Level Ground During Flood Loading

    Science.gov (United States)

    2012-09-01

    8217 El=-2.5’ Sheet pile tip ERDC/ITL TR-12-4 10 (CWALSHT) ( Dawkins 1991) and procedures outlined in HQUSACE (1994). The initial design depth of...mechanics. 6th ed. New York: Chapman and Hall. Dawkins , W. P. 1991. User’s guide: Computer program for design and analysis of sheet- pile walls by... Dawkins , R. Mosher, and I. Hallal. 1997. Soil-structure interaction effects in floodwalls. Electronic Journal of Geotechnical Engineering. http

  19. Relevance of exterior appraisal in pig breeding.

    NARCIS (Netherlands)

    Steenbergen, van E.J.

    1990-01-01

    In farm animals characterization of exterior is not a goal in itself but rather serves as an indicator of economically important traits, i.e. for pigs: growth performance, reproductivity and constitution. This indication might be of interest when these traits can not be measured on living animal

  20. Relevance of exterior appraisal in pig breeding

    NARCIS (Netherlands)

    Steenbergen, van E.J.

    1990-01-01

    In farm animals characterization of exterior is not a goal in itself but rather serves as an indicator of economically important traits, i.e. for pigs: growth performance, reproductivity and constitution. This indication might be of interest when these traits can not be measured o

  1. Nonstatic vacuum strings: Exterior and interior solutions

    Energy Technology Data Exchange (ETDEWEB)

    Stein-Schabes, J.A.

    1986-06-15

    New nonstatic cylindrically symmetric solutions of Einstein's equations are presented. Some of these solutions represent stringlike objects. An exterior vacuum solution is matched to a nonvacuum interior solution for different forms of the energy-momentum tensor. They generalize the standard static string.

  2. 临近地下室外墙影响下的考虑土拱效应的挡土墙主动土压力研究%Research on active earth pressure behind retaining wall adjacent to existing basements exterior wall considering soil arching effects

    Institute of Scientific and Technical Information of China (English)

    赵琦; 朱建明

    2014-01-01

    It was necessary to use the adaptive theory for computing the distribution of earth pressure behind the wall adjacent to existing basements and the height of total earth pressure, because it was inconsistent with the Rankine’s theory which was based on the semi-infinite half space state. It could be divided two parts of the deformation trends by considering soil arching effect. The upper soil parts slide down alongside the wall which is same with Terzaghi’s tarp door experiment. Also, the lower soil parts slide down as a triangle the soil wedge. So it is reliable that the earth pressure behind the retaining wall adjacent to existing basement should be analyzed based on the above deformation trends of the upper part and lower part. Assuming the arch in soil arching as circular, the lateral coefficients of earth pressure of retaining wall about both upper and lower parts are derived from the principal stress rotation. And the formula of distribution of lateral active earth pressure is given based on the soil static wedge equilibrium. Expressions of the total earth pressure and the height of acting point are derived by translation of coordinates. According to the examples, the results by proposed method are close to the simulation results. So it has a significant meaning for active earth pressure theory which considering the soil arching effect.%当挡土墙附近存在临近建筑地下室外墙时,其挡土墙土压力与传统的Rankine理论基于无限半空间体假定不符,因而在这种新的工程背景下需要采用合适的理论来计算挡土墙土压力及其作用点高度。已有的研究表明,这种条件下土体的变形趋势可分为上、下两大部分:上部土体变形类似于Terzaghi的活动门试验,土体沿着墙体下滑,而下部土体则沿着土楔形体而变形。因而将土拱效应用于求解挡土墙土压力的计算分成了上、下两大部分考虑。假定土拱形状为圆弧,基于主应力旋

  3. On realizations of exterior calculus with dN = 0

    Science.gov (United States)

    Abramov, V.

    1998-11-01

    We study realizations of the q-exterior calculus with exterior differential d satisfying d N = 0, N > 2 on the free associative algebra with one generator and on the generalized Clifford algebras. Analogs of the notions of connection and curvature are discussed in the case of the q-exterior calculus on the generalized Clifford algebra. We show that the q-exterior calculus on the free associative algebra with one generator is related to q-calculus on the braided line.

  4. A NONOVERLAPPING DOMAIN DECOMPOSITION METHOD FOR EXTERIOR 3-D PROBLEM

    Institute of Scientific and Technical Information of China (English)

    De-hao Yu; Ji-ming Wu; Ji-ming Wu

    2001-01-01

    In this paper, a nonoverlapping domain decomposition method, which is based on the natural boundary reduction(cf. [4, 13, 15]), is developed to solve the boundary value problem in exterior three-dimensional domain of general shape. Convergence analyses both for the exterior spherical domain and the general exterior domain are made. Some numerical examples are also provided to illustrate the method.

  5. Measurement of gas species, temperatures, char burnout, and wall heat fluxes in a 200-MW{sub e} lignite-fired boiler at different loads

    Energy Technology Data Exchange (ETDEWEB)

    Li, Zhengqi; Jing, Jianping; Liu, Guangkui; Chen, Zhichao; Liu, Chunlong [School of Energy Science and Engineering, Harbin Institute of Technology, 92, West Dazhi Street, Harbin 150001 (China)

    2010-04-15

    We measured various operational parameters of a 200-MW{sub e}, wall-fired, lignite utility boiler under different loads. The parameters measured were gas temperature, gas species concentration, char burnout, component release rates (C, H and N), furnace temperature, heat flux, and boiler efficiency. Cold air experiments of a single burner were conducted in the laboratory. A double swirl flow pulverized-coal burner has two ring recirculation zones that start in the secondary air region of the burner. With increasing secondary air flow, the air flow axial velocity increases, the maximum values for the radial velocity, tangential velocity, and turbulence intensity all increase, and there are slight increases in the air flow swirl intensity and the recirculation zone size. With increasing load gas, the temperature and CO concentration in the central region of burner decrease, while O{sub 2} concentration, NO{sub x} concentration, char burnout, and component release rates of C, H, and N increase. Pulverized-coal ignites farther into the burner, in the secondary air region. Gas temperature, O{sub 2} concentration, NO{sub x} concentration, char burnout and component release rates of C, H, and N all increase. Furthermore, CO concentration varies slightly and pulverized-coal ignites closer. In the side wall region, gas temperature, O{sub 2} concentration, and NO{sub x} concentration all increase, but CO concentration varies only slightly. In the bottom row burner region the furnace temperature and heat flux increase appreciably, but the increase become more obvious in the middle and top row burner regions and in the burnout region. Compared with a 120-MW{sub e} load, the mean NO{sub x} emission at the air preheater exits for 190-MW{sub e} load increases from 589.5 mg/m{sup 3} (O{sub 2} = 6%) to 794.6 mg/m{sup 3} (O{sub 2} = 6%), and the boiler efficiency increases from 90.73% to 92.45%. (author)

  6. Nonlinear incompressible finite element for simulating loading of cardiac tissue--Part II: Three dimensional formulation for thick ventricular wall segments.

    Science.gov (United States)

    Horowitz, A; Sheinman, I; Lanir, Y

    1988-02-01

    A three dimensional incompressible and geometrically as well as materially nonlinear finite element is formulated for future implementation in models of cardiac mechanics. The stress-strain relations in the finite element are derived from a recently proposed constitutive law which is based on the histological composition of the myocardium. The finite element is formulated for large deformations and considers incompressibility by introducing the hydrostatic pressure as an additional variable. The results of passive loading cases simulated by this element allow to analyze the mechanical properties of ventricular wall segments, the main of which are that the circumferential direction is stiffer than the longitudinal one, that its shear stiffness is considerably lower than its tensile and compressive stiffness and that, due to its mechanically prominent role, the collagenous matrix may affect the myocardial perfusion.

  7. Static load cycle testing of a low-aspect-ratio four-inch wall, TRG-type structure, TRG-5-4 (1. 0, 0. 56)

    Energy Technology Data Exchange (ETDEWEB)

    Farrar, C.R.; Bennett, J.G.; Dunwoody, W.E. (Los Alamos National Lab., NM (USA)); Baker, W.E. (New Mexico Univ., Albuquerque, NM (USA))

    1990-11-01

    This report is the second in a series of test reports that details the quasi-static cyclic testing of low height-to-length aspect ratio reinforced concrete structures. The test structures were designed according to the recommendations of a technical review group for the US Nuclear Regulatory Commission sponsored Seismic Category I Structures Program. The structure tested and reported here had 4-in.-thick shear and end walls, and the elastic deformation was dominated by shear. The background of the program and previous results are given for completeness. Details of the geometry, material property tests, construction history, ultrasonic testing, and modal testing to find the undamaged dynamic characteristics of the structures are given. Next, the static test procedure and results in terms of stiffness and load deformation behavior are given. Finally, results are shown relative to other known results, and conclusions are presented. 33 refs., 140 figs., 13 tabs.

  8. Impact of wind-driven rain on historic brick wall buildings in a moderately cold and humid climate: Numerical analyses of mould growth risk, indoor climate and energy consumption

    DEFF Research Database (Denmark)

    Masaru, Abuku; Janssen, Hans; Roels, Staf

    2009-01-01

    response, mould growth at interior wall surfaces, indoor climate and energy consumption. First the WDR load oil the facades of a 4 m x 4 m x 10 m tower is determined. Then the hygrothermal behaviour of the brick walls is analysed oil a horizontal slice through the tower. The simulations demonstrate...... that WDR loads can have a significant impact on mould growth especially at the edges of the walls. Finally, for the case analysed, the WDR load Causes a significant increase of indoor relative humidity and energy consumption for heating. (C) 2008 Elsevier B.V. All rights reserved.......This paper gives an onset to whole building hygrothermal modelling in which the interaction between interior and exterior climates via building enclosures is simulated under a moderately cold and humid climate. The focus is particularly on the impact of wind-driven rain (WDR) oil the hygrothermal...

  9. Excavationless Exterior Foundation Insulation Exploratory Study

    Energy Technology Data Exchange (ETDEWEB)

    Mosiman, G.; Wagner, R.; Schirber, T.

    2013-02-01

    The key objective of this exploratory study was to investigate the feasibility of the development or adoption of technologies that would enable a large percentage of existing homes in cold climates to apply a combination 'excavationless' soil removal process with appropriate insulation and water management on the exterior of existing foundations at a low cost. Our approach was to explore existing excavation and material technologies and systems to discover whether potential successful combinations existed.

  10. Excavationless Exterior Foundation Insulation Exploratory Study

    Energy Technology Data Exchange (ETDEWEB)

    Mosimann, Garrett [Univ. of Minnesota, St. Paul, MN (United States). NorthernSTAR Building America Partnership; Wagner, Rachel [Univ. of Minnesota, St. Paul, MN (United States). NorthernSTAR Building America Partnership; Schirber, Tom [Univ. of Minnesota, St. Paul, MN (United States). NorthernSTAR Building America Partnership

    2013-02-01

    The key objective of this exploratory study was to investigate the feasibility of the development or adoption of technologies that would enable a large percentage of existing homes in cold climates to apply a combination 'excavationless' soil removal process with appropriate insulation and water management on the exterior of existing foundations at a low cost. Our approach was to explore existing excavation and material technologies and systems to discover whether potential successful combinations existed.

  11. Exterior LED Lighting Projects at Princeton University

    Energy Technology Data Exchange (ETDEWEB)

    Davis, Robert G. [Pacific Northwest National Lab. (PNNL), Richland, WA (United States); Evans, William [Princeton Univ., NJ (United States); Murphy, Arthur T. [Princeton Univ., NJ (United States); Perrin, Tess E. [Pacific Northwest National Lab. (PNNL), Richland, WA (United States)

    2015-10-01

    For this report, PNNL / the U.S. Department of Energy (DOE) studied a series of past exterior lighting projects at Princeton, in order to document Princeton’s experiences with solid-state lighting (SSL) and the lessons learned along the way, and to show how their approach to SSL projects evolved as their own learning expanded and as the products available improved in performance and sophistication.

  12. Damage and fatigue crack growth of Eurofer steel first wall mock-up under cyclic heat flux loads. Part 2: Finite element analysis of damage evolution

    Energy Technology Data Exchange (ETDEWEB)

    You, Jeong-Ha, E-mail: you@ipp.mpg.de

    2014-04-15

    Highlights: • The surface heat flux load of 3.5 MW/m{sup 2} produced substantial stresses and inelastic strains in the heat-loaded surface region, especially at the notch root. • The notch root exhibited a typical notch effect such as stress concentration and localized inelastic yield leading to a preferred damage development. • The predicted damage evolution feature agrees well with the experimental observation. • The smooth surface also experiences considerable stresses and inelastic strains. However, the stress intensity and the amount of inelastic deformation are not high enough to cause any serious damage. • The level of maximum inelastic strain is higher at the notch root than at the smooth surface. On the other hand, the amplitude of inelastic strain variation is comparable at both positions. • The amount of inelastic deformation is significantly affected by the length of pulse duration time indicating the important role of creep. - Abstract: In the preceding companion article (part 1), the experimental results of the high-heat-flux (3.5 MW/m{sup 2}) fatigue tests of a Eurofer bare steel first wall mock-up was presented. The aim was to investigate the damage evolution and crack initiation feature. The mock-up used there was a simplified model having only basic and generic structural feature of an actively cooled steel FW component for DEMO reactor. In that study, it was found that microscopic damage was formed at the notch root already in the early stage of the fatigue loading. On the contrary, the heat-loaded smooth surface exhibited no damage up to 800 load cycles. In this paper, the high-heat-flux fatigue behavior is investigated with a finite element analysis to provide a theoretical interpretation. The thermal fatigue test was simulated using the coupled damage-viscoplastic constitutive model developed by Aktaa. The stresses, inelastic deformation and damage evolution at the notch groove and at the smooth surface are compared. The different

  13. Exteriorized colon anastomosis for unprepared bowel: An alternative to routine colostomy

    Institute of Scientific and Technical Information of China (English)

    Sami K Asfar; Hilal M Al-Sayer; Talib H Juma

    2007-01-01

    AIM: To see the possibility of avoiding routine colostomy in patients presenting with unprepared bowel.METHODS: The cohort is composed of 103 patients,of these, 86 patients presented as emergencies (selfinflected and iatrogenic colon injuries, stab wounds and blast injury of the colon, volvulus sigmoid, obstructing left colon cancer, and strangulated ventral hernia).Another 17 patients were managed electively for other colon pathologies. During laparotomy, the involved segment was resected and the two ends of the colon were brought out via a separate colostomy wound.One layer of interrupted 3/0 silk was used for colon anastomosis. The exteriorized segment was immediately covered with a colostomy bag. Between the 5th and 7th postoperative day, the colon was easily dropped into the peritoneal cavity. The defect in the abdominal wall was closed with interrupted nonabsorbable suture. The skin was left open for secondary closure.RESULTS: The mean hospital stay (± SD) was 11.5 ±2.6 d (8-20 d). The exteriorized colon was successfully dropped back into the peritoneal cavity in all patients except two. One developed a leak from oesophagojejunostomy and from the exteriorized colon. She subsequently died of sepsis and multiple organ failure(MOF). In a second patient the colon proximal to the exteriorized anastomosis prolapsed and developed severe serositis, an elective ileo-colic anastomosis (to the left colon) was successfully performed.CONCLUSION: Exteriorized colon anastomosis is simple, avoids the inconvenience of colostomy and can be an alternative to routine colostomy. It is suitable where colostomy is socially unacceptable or the facilities and care is not available.

  14. Detailed energy saving performance analyses on thermal mass walls demonstrated in a zero energy house

    Energy Technology Data Exchange (ETDEWEB)

    Zhu, L. [School of Architecture, Tianjin University, Tianjin 300072 (China); Hurt, R.; Correia, D.; Boehm, R. [Center for Energy Research, University of Nevada, Las Vegas, NV 89154 (United States)

    2009-03-15

    An insulated concrete wall system{sup 1}1 was used on exterior walls of a zero energy house. Its thermal functions were investigated using actual data in comparison to a conventional wood frame system. The internal wall temperature of massive systems changes more slowly than the conventional wall constructions, leading to a more stable indoor temperature. The Energy10 simulated equivalent R-value and DBMS of the mass walls under actual climate conditions are, respectively, 6.98 (m{sup 2} C)/W and 3.39. However, the simulated heating energy use was much lower for the massive walls while the cooling load was a little higher. Further investigation on the heat flux indicates that the heat actually is transferred inside all day and night, which results in a higher cooling energy consumption. A one-dimensional model further verified these analyses, and the calculated results are in good agreement with the actual data. We conclude that the thermal mass wall does have the ability to store heat during the daytime and release it back at night, but in desert climates with high 24-h ambient temperature and intense sunlight, more heat will be stored than can be transferred back outside at night. As a result, an increased cooling energy will be required. (author)

  15. Analysis of thin-walled cylindrical composite shell structures subject to axial and bending loads: Concept development, analytical modeling and experimental verification

    Science.gov (United States)

    Mahadev, Sthanu

    Continued research and development efforts devoted in recent years have generated novel avenues towards the advancement of efficient and effective, slender laminated fiber-reinforced composite members. Numerous studies have focused on the modeling and response characterization of composite structures with particular relevance to thin-walled cylindrical composite shells. This class of shell configurations is being actively explored to fully determine their mechanical efficacy as primary aerospace structural members. The proposed research is targeted towards formulating a composite shell theory based prognosis methodology that entails an elaborate analysis and investigation of thin-walled cylindrical shell type laminated composite configurations that are highly desirable in increasing number of mechanical and aerospace applications. The prime motivation to adopt this theory arises from its superior ability to generate simple yet viable closed-form analytical solution procedure to numerous geometrically intense, inherent curvature possessing composite structures. This analytical evaluative routine offers to acquire a first-hand insight on the primary mechanical characteristics that essentially govern the behavior of slender composite shells under typical static loading conditions. Current work exposes the robustness of this mathematical framework via demonstrating its potential towards the prediction of structural properties such as axial stiffness and bending stiffness respectively. Longitudinal ply-stress computations are investigated upon deriving the global stiffness matrix model for composite cylindrical tubes with circular cross-sections. Additionally, this work employs a finite element based numerical technique to substantiate the analytical results reported for cylindrically shaped circular composite tubes. Furthermore, this concept development is extended to the study of thin-walled, open cross-sectioned, curved laminated shells that are geometrically

  16. Green walls in Vancouver

    Energy Technology Data Exchange (ETDEWEB)

    Sharp, R. [Sharp and Diamond Landscape Architecture Inc., Vancouver, BC (Canada)

    2007-07-01

    With the renewed interest in design for microclimate control and energy conservation, many cities are implementing clean air initiatives and sustainable planning policies to mitigate the effects of urban climate and the urban heat island effect. Green roofs, sky courts and green walls must be thoughtfully designed to withstand severe conditions such as moisture stress, extremes in temperature, tropical storms and strong desiccating winds. This paper focused on the installation of green wall systems. There are 2 general types of green walls systems, namely facade greening and living walls. Green facades are trellis systems where climbing plants can grow vertically without attaching to the surface of the building. Living walls are part of a building envelope system where plants are actually planted and grown in a wall system. A modular G-SKY Green Wall Panel was installed at the Aquaquest Learning Centre at the Vancouver Aquarium in Stanley Park in September 2006. This green wall panel, which was originally developed in Japan, incorporates many innovative features in the building envelope. It provides an exterior wall covered with 8 species of plants native to the Coastal Temperate Rain Forest. The living wall is irrigated by rainwater collected from the roof, stored in an underground cistern and fed through a drip irrigation system. From a habitat perspective, the building imitates an escarpment. Installation, support systems, irrigation, replacement of modules and maintenance are included in the complete wall system. Living walls reduce the surface temperature of buildings by as much as 10 degrees C when covered with vegetation and a growing medium. The project team is anticipating LEED gold certification under the United States-Canada Green Building Council. It was concluded that this technology of vegetated building envelopes is applicable for acoustical control at airports, biofiltration of indoor air, greywater treatment, and urban agriculture and vertical

  17. High loading of graphene oxide/multi-walled carbon nanotubes into PDLLA: A route towards the design of osteoconductive, bactericidal and non-immunogenic 3D porous scaffolds

    Energy Technology Data Exchange (ETDEWEB)

    Zanin, Hudson [Laboratory of Biomedical Nanotechnology (NANOBIO), Institute of Research and Development - IP& D, University of Vale do Paraiba, Av. Shishima Hifumi 2911, Sao Jose dos Campos, 12244-000, Sao Paulo (Brazil); Laboratory of Energy Storage & Supply - ES& S, Institute of Research and Development - IP& D, University of Vale do Paraiba, Av. Shishima Hifumi 2911, Sao Jose dos Campos, CEP: 12.244-000, Sao Paulo (Brazil); Rodrigues, Bruno Vinícius Manzolli [Laboratory of Biomedical Nanotechnology (NANOBIO), Institute of Research and Development - IP& D, University of Vale do Paraiba, Av. Shishima Hifumi 2911, Sao Jose dos Campos, 12244-000, Sao Paulo (Brazil); Ribeiro Neto, Wilson Alves; Bretas, Rosario Elida Suman [Department of Materials Engineering, Federal University of Sao Carlos, Rodovia Washington Luis, km 235 – SP-310, Sao Carlos, Sao Paulo (Brazil); Da-Silva, Newton Soares [Laboratory of Cell Biology and Tissue, Institute of Research and Development - IP& D, University of Vale do Paraiba, Av. Shishima Hifumi 2911, Sao Jose dos Campos, CEP: 12244-000, Sao Paulo (Brazil); Marciano, Fernanda Roberta [Laboratory of Biomedical Nanotechnology (NANOBIO), Institute of Research and Development - IP& D, University of Vale do Paraiba, Av. Shishima Hifumi 2911, Sao Jose dos Campos, 12244-000, Sao Paulo (Brazil); Oliveira Lobo, Anderson, E-mail: aolobo@pq.cnpq.br [Laboratory of Biomedical Nanotechnology (NANOBIO), Institute of Research and Development - IP& D, University of Vale do Paraiba, Av. Shishima Hifumi 2911, Sao Jose dos Campos, 12244-000, Sao Paulo (Brazil)

    2016-07-01

    We have prepared a novel 3D porous biomaterial combining poly (DL-lactic acid) (PDLLA) and graphene and multi-walled carbon nanotubes oxides (MWCNTO-GO) composite. PDLLA as control and a high loading of PDLLA/MWCNTO-GO (50/50 w/w) bioscaffolds were prepared and functionalized. MWCNTs were exfoliated to form MWCNTO-GO by oxygen plasma etching. The later was also applied to enhance the scaffolds wettability, attaching oxygen-containing groups on their surfaces. This approach produced a porous architecture observed by scanning electron microscopy and semi-quantified by electrochemical analysis. The later also indicated a notable increase on the conductivity of PDLLA/MWCNTO-GO scaffold compared to MWCNTO-GO free PDLLA (about 5 orders of magnitudes at low frequencies). Thermogravimetric analysis showed that the MWCNTO-GO acted protecting the PDLLA matrix, enhancing its thermal stability. The PDLLA/MWCNTO-GO scaffolds had significant cellular adhesion, did not present cytotoxicity effect, besides reduced bactericidal proliferation and produced mineralized tissues in SBF media. The metallic MWCNTO-GO powder held together by PDLLA polymer opens a whole new branch of applications, including bioelectroanalyses, drug delivery systems and tissue engineering. - Highlights: • We produced a novel 3D porous material from PDLLA, graphene oxide and MWCNT oxide. • MWCNTO-GO loading (50/50 w/w) increased notably the conductivity of PDLLA scaffold. • MWCNTO-GO acted protecting the PDLLA matrix, enhancing its thermal stability. • PDLLA/MWCNTO-GO scaffolds did not present cytotoxicity effect. • PDLLA/MWCNTO-GO scaffolds presented bioactivity properties.

  18. APPLICATIONS OF FRACTIONAL EXTERIOR DIFFERENTIAL IN THREE-DIMENSIONAL SPACE

    Institute of Scientific and Technical Information of China (English)

    陈勇; 闫振亚; 张鸿庆

    2003-01-01

    A brief survey of fractional calculus and fractional differential forms was firstly given. The fractional exterior transition to curvilinear coordinate at the origin were discussed and the two coordinate transformations for the fractional differentials for three-dimensional Cartesian coordinates to spherical and cylindrical coordinates are obtained, respectively. In particular, for v = m = 1 , the usual exterior transformations, between the spherical coordinate and Cartesian coordinate, as well as the cylindrical coordinate and Cartesian coordinate, are found respectively, from fractional exterior transformation.

  19. Photothermal-triggered control of sub-cellular drug accumulation using doxorubicin-loaded single-walled carbon nanotubes for the effective killing of human breast cancer cells

    Science.gov (United States)

    Oh, Yunok; Jin, Jun-O.; Oh, Junghwan

    2017-03-01

    Single-walled carbon nanotubes (SWNTs) are often the subject of investigation as effective photothermal therapy (PTT) agents owing to their unique strong optical absorption. Doxorubicin (DOX)-loaded SWNTs (SWNTs-DOX) can be used as an efficient therapeutic agent for combined near infrared (NIR) cancer photothermal and chemotherapy. However, SWNTs-DOX-mediated induction of cancer cell death has not been fully investigated, particularly the reaction of DOX inside cancer cells by PTT. In this study, we examined how the SWNTs-DOX promoted effective MDA-MB-231 cell death compared to DOX and PTT alone. We successfully synthesized the SWNTs-DOX. The SWNTs-DOX exhibited a slow DOX release, which was accelerated by NIR irradiation. Furthermore, DOX released from the SWNTs-DOX accumulated inside the cells at high concentration and effectively localized into the MDA-MB-231 cell nucleus. A combination of SWNTs-DOX and PTT promoted an effective MDA-MB-231 cell death by mitochondrial disruption and ROS generation. Thus, SWNTs-DOX can be utilized as an excellent anticancer agent for early breast cancer treatment.

  20. Experimental study of the shearing behavior of cold-formed steel wall panels under cyclic load%冷弯薄壁型钢组合墙体循环荷载下抗剪性能试验研究

    Institute of Scientific and Technical Information of China (English)

    苏明周; 黄智光; 孙健; 齐岩; 申林

    2011-01-01

    为考察冷弯薄壁型钢组合墙体在循环荷载下的抗剪性能,进行10片足尺墙体试件水平低周反复加载试验,得到不同构造墙体的屈服荷载、最大荷载、破坏荷载、耗能系数和延性系数等性能指标。试验结果表明:组合墙体的耗能能力较好;墙体的抗剪承载力主要来源于墙板的蒙皮作用;斜撑对提高单柱墙体抗剪承载力起一定作用,但对双柱墙体的作用很小;当忽略墙体开洞部分的抗剪承载力后,单位长度开洞墙体的抗剪承载力比普通墙体稍高,表明墙体开洞部分承担了一定剪力;双柱墙体比单柱墙体的抗剪承载力显著提高;试验过程中各试件立柱的应变反应普遍较大、横撑%In order to study the shearing behavior of cold-formed steel wall panels, full scale model test was carried out for 10 pieces of wall panels under cyclic horizontal load. The shearing performance indexes of wall panels such as yield load, maximum load, failure load, energy dissipation coefficient, and ductility factor were calculated using the test results. Based on the analysis, the following conclusions are obtained. The wall panels had good energy dissipation capacity. The shear resistance of the wall panels mainly derived from skin action. The diagonal bracings were helpful to improve the shear resistance of single-column wall panel while nearly useless to double-column wall panel. The per unit shear resistance of wall panel with openings was higher than that of ordinary wall panel when the shear load carrying capacity of openings was ignored. The shear load carrying capacities of double-column wall panels were obviously higher than that of single-column ones. The strain response was largest for the column, smaller for the transverse bracing, and smallest for the diagonal bracing. The interface slip between the upper and lower wallboards was obvious, thus the seams between wallboards should be as small as possible

  1. High Performance Walls in Hot-Dry Climates

    Energy Technology Data Exchange (ETDEWEB)

    Hoeschele, M.; Springer, D.; Dakin, B.; German, A.

    2015-01-01

    High performance walls represent a high priority measure for moving the next generation of new homes to the Zero Net Energy performance level. The primary goal in improving wall thermal performance revolves around increasing the wall framing from 2x4 to 2x6, adding more cavity and exterior rigid insulation, achieving insulation installation criteria meeting ENERGY STAR's thermal bypass checklist, and reducing the amount of wood penetrating the wall cavity.

  2. Lifetime assessment of thick-walled components made of nickel-base alloys under near-service loading conditions; Lebensdauerbewertung dickwandiger Bauteile aus Nickelbasislegierungen unter betriebsnahen Beanspruchungen

    Energy Technology Data Exchange (ETDEWEB)

    Hueggenberg, Daniel

    2015-11-06

    and the transmission electron microscope for the base raw material, the creep and creep-fatigue exposed material. For the classification the investigation results were compared to the results of the other projects and no differences could be identified. For the description of the deformation and damage behavior under creep-fatigue loading with finite elements simulations a viscoplastic deformation model with an integrated damage model of Lemaitre was used. The material dependent model parameters were fitted under consideration of the basis characterization test results of the Alloy 617 mod. and Alloy 263. All basis characterization tests are simulated with finite elements to classify the parameter fittings. The verification of the fitted material models was carried out by simulations of the complex lab tests. From the comparison of the simulation and test results it is obvious that the deformation and damage behavior can be reproduced with the used material model in a good manner. With finite element simulations of complex thick-walled components (header, formed part) under realistic thermal and mechanic loading conditions could be shown that the viscoplastic material model fitted for the Alloy 617 mod. and Alloy 263 is able to predict the locations of the maximum loadings and the lifetime until the first cracks appear. This could be confirmed by dye penetrant testing on the one hand and destructive investigations of two fracture surfaces of the header on the other hand. Additionally the approaches of the European DIN EN 12952-3/4, the American ASME Section III Division 1 Subsection NH, the French RCC-MR RB 3262.12 and the British R5 recommendations Volume 2/3 are used to predict the lifetimes. It can be seen that the approaches of ASME and RCC-MR provide very conservative predictions and that the approaches of R5 and DIN EN 12952 provide non-conservative predictions. These results lead to the conclusion that no approach of the standards/recommendation is suitable for

  3. 10 CFR 434.516 - Building exterior envelope.

    Science.gov (United States)

    2010-01-01

    ... Buildings for calculating the Energy Cost Budget. In calculating the Design Energy Consumption of the... 10 Energy 3 2010-01-01 2010-01-01 false Building exterior envelope. 434.516 Section 434.516 Energy... RESIDENTIAL BUILDINGS Building Energy Cost Compliance Alternative § 434.516 Building exterior envelope....

  4. Exterior and interior metrics with quadrupole moment

    CERN Document Server

    Quevedo, Hernando

    2010-01-01

    We present the Ernst potential and the line element of an exact solution of Einstein's vacuum field equations that contains as arbitrary parameters the total mass, the angular momentum, and the quadrupole moment of a rotating mass distribution. We show that in the limiting case of slowly rotating and slightly deformed configuration, there exists a coordinate transformation that relates the exact solution with the approximate Hartle solution. It is shown that this approximate solution can be smoothly matched with an interior perfect fluid solution with physically reasonable properties. This opens the possibility of considering the quadrupole moment as an additional physical degree of freedom that could be used to search for a realistic exact solution, representing both the interior and exterior gravitational field generated by a self-gravitating axisymmetric distribution of mass of perfect fluid in stationary rotation.

  5. 基于外围护结构性能的住宅建筑能耗模拟分析%Simulation and Analysis on Residential Building Energy Consumption Based on Exterior Envelope Features

    Institute of Scientific and Technical Information of China (English)

    段良飞; 邵宗义; 张航

    2015-01-01

    Different exterior envelopes of residential building were considered by simulating building cooling and heating load with eQUEST. Various factors, including the heat transfer coefficient of external wall, heat transfer coefficient of external window, comprehensive window shading coefficient and roofing, were analyzed by comparing the simulation model with the original building, which can be referenced for similar architectural design and selection of exterior envelope.%采用 eQUEST 模拟软件对某住宅建筑不同外围护结构条件下的冷、热负荷情况进行模拟。通过与原建筑模拟结果对比,得出外墙传热系数、外窗传热系数、综合遮阳系数、屋面等因素对其能耗的影响,分析了每个因素对住宅建筑负荷影响的权重,供同类建筑设计、外围护结构选型时参考。

  6. 框支密肋复合墙梁竖向承载力影响因素分析%ANALYSIS OF FACTORS INFLUENCING PERFORMANCE OF FRAME-SUPPORTED MULTI-RIBBED WALL BEAM UNDER VERTICAL LOAD

    Institute of Scientific and Technical Information of China (English)

    庞乃勇; 贾英杰; 夏雷

    2012-01-01

    以框支密肋复合墙梁为研究对象,通过有限元分析,改变上部密肋复合墙板的划分形式、边框柱尺寸以及填充砌块与密肋框格的弹性模量比等性能参数,研究竖向荷载作用下框支密肋托墙梁的受力机理及墙板参数对托梁受力的影响,进而对框支密肋复合墙梁的优化设计提出要求,为工程实践提供参考。%FEM was employed to study frame-supported multi-ribbed wall beam under vertical load. Using the changes in performance parameters such as divided form of wall, the size of the side column and the ratio of in-filled block and multi-ribbed frame, the mechanism of frame-supported multi-ribbed wall beam and the influencing factors of the parameters of wall to the wall beam are studied. Which provides references for the optimization and engineering practice of frame-supported multi-ribbed wall.

  7. Docetaxel-loaded single-wall carbon nanohorns using anti-VEGF antibody as a targeting agent: characterization, in vitro and in vivo antitumor activity

    Energy Technology Data Exchange (ETDEWEB)

    Zhao, Qian; Li, Nannan; Shu, Chang; Li, Ruixin; Ma, Xiaona; Li, Xuequan; Wang, Ran; Zhong, Wenying, E-mail: wyzhong@cpu.edu.cn [China Pharmaceutical University, Department of Analytical Chemistry (China)

    2015-05-15

    A novel antitumor drug delivery system, docetaxel (DTX)-loaded oxidized single-wall carbon nanohorns (oxSWNHs) with anti-VEGF monoclonal antibody (mAb) as a target agent was constructed. DTX was absorbed onto the oxSWNHs via the physical adsorption or π–π interaction. DSPE–PEG–COOH was non-covalently wrapped to the hydrophobic surface of oxSWNHs to improve its water solubility and biocompatibility. The mAb was bonded to the PEG through amide bond. The DTX@oxSWNHs-PEG-mAb (DDS) exhibited suitable particle size (191.2 ± 2.1 nm), good particle size distribution (PDI: 0.196), and negative zeta potential (−24.3 ± 0.85 mV). These features enhanced permeability and retention (EPR) effect and reduced the drug molecule uptake by the reticuloendothelial system. The in vitro drug release followed non-Fickian diffusion (n = 0.6857, R = 0.9924) with the cumulative release of DTX 59 ± 1.35 % at 72 h. Compared with free DTX, the DDS enhanced the cytotoxicity in MCF-7 cell lines in vitro efficiently (IC{sub 50}: 2.96 ± 0.6 μg/ml), and provided higher antitumor efficacy (TGI: 69.88 %) in vivo. The histological analysis indicated that the DDS had no significant side effect. Therefore, the new DDS is promising to attain higher pharmaceutical efficacy and lower side effects than free DTX for cancer therapy. The research demonstrated that DTX@oxSWNHs-PEG-mAb might have promising biomedical applications for future cancer therapy.

  8. Docetaxel-loaded single-wall carbon nanohorns using anti-VEGF antibody as a targeting agent: characterization, in vitro and in vivo antitumor activity

    Science.gov (United States)

    Zhao, Qian; Li, Nannan; Shu, Chang; Li, Ruixin; Ma, Xiaona; Li, Xuequan; Wang, Ran; Zhong, Wenying

    2015-05-01

    A novel antitumor drug delivery system, docetaxel (DTX)-loaded oxidized single-wall carbon nanohorns (oxSWNHs) with anti-VEGF monoclonal antibody (mAb) as a target agent was constructed. DTX was absorbed onto the oxSWNHs via the physical adsorption or π-π interaction. DSPE-PEG-COOH was non-covalently wrapped to the hydrophobic surface of oxSWNHs to improve its water solubility and biocompatibility. The mAb was bonded to the PEG through amide bond. The DTX@oxSWNHs-PEG-mAb (DDS) exhibited suitable particle size (191.2 ± 2.1 nm), good particle size distribution (PDI: 0.196), and negative zeta potential (-24.3 ± 0.85 mV). These features enhanced permeability and retention (EPR) effect and reduced the drug molecule uptake by the reticuloendothelial system. The in vitro drug release followed non-Fickian diffusion ( n = 0.6857, R = 0.9924) with the cumulative release of DTX 59 ± 1.35 % at 72 h. Compared with free DTX, the DDS enhanced the cytotoxicity in MCF-7 cell lines in vitro efficiently (IC50: 2.96 ± 0.6 μg/ml), and provided higher antitumor efficacy (TGI: 69.88 %) in vivo. The histological analysis indicated that the DDS had no significant side effect. Therefore, the new DDS is promising to attain higher pharmaceutical efficacy and lower side effects than free DTX for cancer therapy. The research demonstrated that DTX@oxSWNHs-PEG-mAb might have promising biomedical applications for future cancer therapy.

  9. Existing Whole-House Solutions Case Study: Exterior Insulation Pre- and Post-Retrofit, Syracuse, New York

    Energy Technology Data Exchange (ETDEWEB)

    None

    2015-05-01

    In this study, IBACOS, in collaboration with GreenHomes America, Inc., was contracted by the New York State Energy Research and Development Authority (NYSERDA) to research exterior wall insulation solutions for enclosure upgrades. This case study describes the deep energy retrofit of three test homes in the Syracuse, New York area and represent these enclosure strategies: rigid foam insulation; spray foam insulation, and a control house that follows Home Performance with ENERGY STAR (HPwES) guidelines.

  10. Behaviour of fibre-reinforced high-performance concrete in exterior beam-column joint

    Science.gov (United States)

    Muthupriya, P.; Boobalan, S. C.; Vishnuram, B. G.

    2014-09-01

    This paper presents the effect of reinforced high performance concrete (HPC) in exterior beam-column joint with and without fibre under monotonic loading. In this experimental investigation, cross-diagonal bars have been provided at the joint for reducing the congestion of reinforcement in joints, and also M75 grade of concrete with optimum mix proportion of 10 % silica fume and 0.3 % glass fibre was used. Four exterior beam-column joint sub-assemblages were tested. The specimens were divided into two types based on the reinforcement detailing. Type A comprises two joint sub-assemblages with joint detailing as per construction code of practice in India (IS 456-2000), and Type B comprises two joint sub-assemblages with joint detailing as per ductile detailing code of practice in India (IS 13920-1993). In each group there was one specimen of control mix and the remaining one specimen of fibre-reinforced mix. All the test specimens were designed to satisfy the strong column-weak beam concept. The performances of specimens were compared with the control mix and the fibre-reinforced mix. The results show that exterior beam-column joint specimens with silica fume and glass fibre in the HPC mix showed better performance.

  11. Local newforms and formal exterior square L-functions

    CERN Document Server

    Miyauchi, Michitaka

    2012-01-01

    Let F be a non-archimedean local field of characteristic zero. Jacquet and Shalika attached a family of zeta integrals to unitary irreducible generic representations $\\pi$ of GL_n(F). In this paper, we show that Jacquet-Shalika integral attains a certain L-function, so called the formal exterior square L-function, when the Whittaker function is associated to a newform for $\\pi$. By consideration on the Galois side, formal exterior square L-functions are equal to exterior square L-functions for some principal series representations.

  12. Spontaneously induced general relativity with holographic interior and general exterior

    CERN Document Server

    Shen, Xiao-Qing; Yang, Guo-Hong

    2012-01-01

    The general relativity (GR) might be viewed as a spontaneously induced theory from the scalar-tensor gravity, in which the would-have-been horizon connects the exterior solution of GR with a novel core of vanishing spatial volume. Using a simple but robust analytic method, we give the nontrivial core metric for the general exterior. Then we show that all the nontrivial features of the core, including the locally holographic entropy packing, are not influenced by the general exterior. We also investigate whether other modified theories of gravity can permit the nontrivial core.

  13. Investigation on the steel staggered truss under seismic load considering the effect of infilled walls%错列式钢桁架结构受填充墙影响的抗震研究

    Institute of Scientific and Technical Information of China (English)

    郭庆生; 杨庆山

    2012-01-01

    The steel consumption of steel staggered truss structure is 40 % less than other structure system. The effect of infilled walls on the structure and the structure members is important because the member size of steel staggered truss is small. The finite element analysis software ETABS was adopted to simulate the structure actual mechanics effect with 3D model. The effect of infilled wall stiffness on structure and interior members was summed up comparing with the different results based on two different models considering or ignoring the infilled wall stiffness under the load combination with seismic load. Some suggestions were made about technical parameters and steel structure design. The investigation shows that it should be analysed with 3D models according to the infilled wall stiffness, wall distribution and the wall connection method to main buildings for steel staggered truss structure. The infilled wall stiffness is big enough to affect the structure natural vibration periods and interior member forces before it is destroied by the accidental seimic load.%错列式钢桁架结构比其他结构形式可节省约40%的用钢量,结构杆件的截面比较小,填充墙刚度对结构及杆件受力性能的影响较为重要.采用有限元分析软件ETABS,建立三维空间模型模拟结构的实际受力状态,通过对错列式钢桁架结构在地震力组合荷载作用下是否计取填充墙刚度的对比分析,给出了有关技术参数及钢结构设计的建议.对于错列式钢桁架结构,应据填充墙刚度、位置及与主结构的连接方式等建立空间三维模型进行计算,分析表明,填充墙在没有因偶遇地震荷载破坏之前,具有一定的刚度,它对于结构的自振周期及杆件内力的分布有较大影响.

  14. Comercio exterior del sector porcino mexicano

    Directory of Open Access Journals (Sweden)

    Encarnación Ernesto Bobadilla-Soto

    2012-01-01

    Full Text Available El objetivo del presente trabajo fue analizar la dinámica del comercio exterior porcino mexicano, y el efecto de las importaciones de productos porcinos en el desplazamiento y sustitución de la producción en México. Para la dinámica se analizaron las tasas de crecimiento (decremento y las variaciones tanto en volumen y valor del subsector, de las fracciones arancelarias agrupadas en dos grandes rubros: a animales vivos y b carnes y despojos comestibles, que tienen un impacto directo en el desplazamiento y sustitución de la producción nacional. El desplazamiento y sustitución se calcularon con la suma de los valores de las importaciones, su relación con los pesos en canal de los animales durante los años analizados, y su equivalente en porcentaje a número de animales. El estudio comprende de 1990 a 2008. La balanza comercial al inicio del estudio fue de -180 mil toneladas equivalente a 1.4 millones de cerdos desplazados y al 13 % de la producción nacional. Para el 2008, la balanza comercial fue -581 mil toneladas, los cerdos desplazados se incrementaron a 5.9 millones equivalente al 39 % de la producción nacional.

  15. The Lamportian cell wall

    Energy Technology Data Exchange (ETDEWEB)

    Keiliszewski, M.; Lamport, D. (Michigan State Univ. Plant Research Lab., East Lansing (United States))

    1991-05-01

    The Lamportian Warp-Weft hypothesis suggests a cellulose-extensin interpenetrating network where extensin mechanically couples the load-bearing cellulose microfibrils in a wall matrix that is best described as a microcomposite. This model is based on data gathered from the extensin-rich walls of tomato and sycamore cell suspension culture, wherein extensin precursors are insolubilized into the wall by undefined crosslinks. The authors recent work with cell walls isolated from intact tissue as well as walls from suspension cultured cells of the graminaceous monocots maize and rice, the non-graminaceous monocot asparagus, the primitive herbaceous dicot sugar beet, and the gymnosperm Douglas Fir indicate that although extensins are ubiquitous to all plant species examined, they are not the major structural protein component of most walls examined. Amino acid analyses of intact and HF-treated walls shows a major component neither an HRGP, nor directly comparable to the glycine-rich wall proteins such as those associated with seed coat walls or the 67 mole% glycine-rich proteins cloned from petunia and soybean. Clearly, structural wall protein alternatives to extensin exist and any cell wall model must take that into account. If we assume that extracellular matrices are a priori network structures, then new Hypless' structural proteins in the maize cell wall raise questions about the sort of network these proteins create: the kinds of crosslinks involved; how they are formed; and the roles played by the small amounts of HRGPs.

  16. Notes on symmetric and exterior depth and annihilator numbers

    Directory of Open Access Journals (Sweden)

    Gesa Kampf

    2008-11-01

    Full Text Available We survey and compare invariants of modules over the polynomial ring and the exterior algebra. In our considerations, we focus on the depth. The exterior analogue of depth was first introduced by Aramova, Avramov and Herzog. We state similarities between the two notion of depth and exhibit their relation in the case of squarefree modules. Work of Conca, Herzog and Hibi and Trung, respectively, shows that annihilator numbers are a meaningful generalization of depth over the polynomial ring. We introduce and study annihilator numbers over the exterior algebra. Despite some minor differences in the definition, those invariants show common behavior. In both situations a positive linear combination of the annihilator numbers can be used to bound the symmetric and exterior graded Betti numbers, respectively, from above.

  17. Indices de valor unitario y quantum del comercio exterior colombiano

    National Research Council Canada - National Science Library

    Garavito, Aaron; Lopez, David; Montes, Enrique

    2014-01-01

    Los indices de valor unitario y quantum de las importaciones y exportaciones son una herramienta importante para el analisis del comportamiento del comercio exterior de un pais y su repercusion sobre...

  18. 重复荷载作用下加筋格宾挡土墙动力特性%Dynamic Characteristics of Reinforced Gabion Walls Subjected to Cyclic Loading

    Institute of Scientific and Technical Information of China (English)

    李昀; 杨果林; 林宇亮

    2011-01-01

    A large-scale model test of reinforced gabion walls was designed and performed. The model wall filled with red sandstone for construction was built with a length of 3.0 m, height of 2. 0 m, and width of 0. 85 m. PVC-coated heavy galvanized double twisted hexagonal wire mesh was used in the test, and the wire mesh specimens were 80 mm x 100 mm cell sizes. A series of tests were performed with different input sine wave frequencies and amplitudes. The dynamic characteristics and dynamic responses of model wall under cyclic loading were discussed. The results show that (1) the inside and outside of reinforced gabion wall under two million times repeated loads does not appear significant local and overall damage, the structure is stable and anti-destructive; (2) when the vibration frequency reaches 10 Hz, there are great changes of vertical and horizontal acceleration and displacement response of the reinforced gabion wall. The results are helpful to reveal the mechanism of reinforced gabion wall's instability under cyclic loading.%设计并完成了大型加筋格宾挡墙模型试验.试验模型尺寸为3.0 m x0.85 m×2.0 m(长×宽×高),填料采用工程现场用红砂岩材料制备.双绞合六边形金属格宾网由PVC包裹,并镀锌防腐,网面单元尺寸为80 mm x100 mm.通过输入不同幅值和频率的正弦波激励,探讨重复荷载作用下模型挡墙的动力特性与动力响应规律.试验结果表明,加筋格宾挡墙在重复荷载作用200万次下,挡墙内外部未出现明显的局部和整体破坏,其结构具有良好的稳定性和抗破坏性.当振动频率达到10 Hz时,加筋格宾挡墙的竖向、水平加速度和竖向、水平位移反应变化极大.试验结果有助于揭示挡墙在重复荷栽作用下的失稳机制.

  19. Monitoring of Double Stud Wall Moisture Conditions in the Northeast

    Energy Technology Data Exchange (ETDEWEB)

    Ueno, K. [Building Science Corporation, Westford, MA (United States)

    2015-03-01

    Double-stud walls insulated with cellulose or low-density spray foam can have R-values of 40 or higher. However, double stud walls have a higher risk of interior-sourced condensation moisture damage, when compared with high-R approaches using exterior insulating sheathing.; Moisture conditions in double stud walls were monitored in Zone 5A (Massachusetts); three double stud assemblies were compared.

  20. Analyzing Design Heating Loads in Superinsulated Buildings

    Energy Technology Data Exchange (ETDEWEB)

    Arena, Lois [Consortium for Advanced Residential Buildings, Norwalk, CT (United States)

    2015-06-01

    Super-insulated homes offer many benefits including improved comfort, reduced exterior noise penetration, lower energy bills, and the ability to withstand power and fuel outages under much more comfortable conditions than a typical home. While these homes aren't necessarily constructed with excessive mass in the form of concrete floors and walls, the amount of insulation and the increase in the thickness of the building envelope can lead to a mass effect, resulting in the structures ability to store much more heat than a code built home. This results in a very low thermal inertia making the building much less sensitive to drastic temperature swings thereby decreasing the peak heating load demand. During the winter of 2013/2014, CARB monitored the energy use of three homes in climate zone 6 in an attempt to evaluate the accuracy of two different mechanical system sizing methods for low load homes. Based on the results, it is recommended that internal and solar gains be included and some credit for thermal inertia be used in sizing calculations for super insulated homes.

  1. Salazarismo y política exterior

    Directory of Open Access Journals (Sweden)

    Juan Carlos JIMÉNEZ REDONDO

    2010-02-01

    Full Text Available RESUMEN: El sistema internacional jugó para la Portugal de Salazar un papel esencial al actuar como fuente privilegiada de la que extraer los recursos materiales (económicos, tecnológicos o financieros e inmateriales (factores de legitimación que garantizaron el programa de reforma política de la dictadura y que permitieron al país desempeñar un papel internacional desproporcionadamente relevante si consideramos su condición de pequeña potencia periférica europea. La novedad del salazarismo respecto a períodos anteriores consistió en la adecuación de esas necesidades de apertura al exterior con una fuerte percepción de los intereses nacionales, dentro de una estrategia pragmática que le permitió acomodarse a la acelerada evolución del sistema internacional y, sobre todo, al cambio que se produjo en el sistema internacional de acuerdo a la dinámica de la Guerra Fría y sus distintas fases. Palabras clave: Salazarismo, OTAN, EFTA, Botelho Moniz, Guerra colonial, descolonización. ABSTRACT: The international system played for the Portugal of Salazar an essential role when acting like privileged source of which to extract the material resources (economic, technological or financial and immaterial (legitimation factors that guaranteed the program of political reform of the dictatorship and that allowed the country to play very out of proportion excellent a role international if we considered its condition of small European peripheral power. The newness of the salazarism with respect to previous periods consisted of the adjustment of those necessities of opening to the outside with a strong perception of the national interests, within a pragmatic strategy that allowed to comply him to the accelerated evolution of the international system and, mainly, to the change that took place in the international system according to the dynamics of the cold war and its different phases. Keywords: Salazarism, NATO, EFTA, Botelho Moniz, Colonial

  2. Polyionic complex of single-walled carbon nanotubes and PEG-grafted-hyperbranched polyethyleneimine (PEG-PEI-SWNT) for an improved doxorubicin loading and delivery: development and in vitro characterization.

    Science.gov (United States)

    Farvadi, Fakhrossadat; Tamaddon, AliMohammad; Sobhani, Zahra; Abolmaali, Samira Sadat

    2016-05-13

    To take advantages of single-walled carbon nanotubes (SWNTs) for cellular delivery of chemotherapeutic agents (e.g. doxorubicin) in order to decrease general toxicities of doxorubicin (DOX) and to promote the efficacy, we aimed to develop a novel approach to stabilize SWNTs through consequent steps of oxidation and PEG-g-PEI polyionic complexation (PEG-PEI-SWNT). The DOX loading capacity of modified SWNTs was about 900%. Moreover, it showed an enhanced dispersibility in physiologic-stimulated medium. DOX release was prolonged, independent of dilution, and exhibited an acidic pH-stimulated release. Therefore, PEG-PEI-SWNT could be used for cancer chemotherapy in vivo.

  3. ELASTO-PLASTIC BEHAVIOR OF RC FRAMES COMPOSED OF STEEL JACKETTED RC SHORT COLUMNS AND SPANDREL WALLS

    OpenAIRE

    Nasruddin

    2012-01-01

    This experimental study is a part of the investigation on the seismic design method for Double Tubes Hybrid System (DTHS) for buildings. This structural system consists of RC core walls as the interior tube, and the exterior frames composed of RC short columns and RC spandrel walls as the exterior tube. The RC core walls are designed as the Energy Dissipation Structural Walls (EDSW), which are composed of RC coupled shear walls linked by short steel H-shaped beams as the energy dissipation de...

  4. Modeling Enclosure Design in Above-Grade Walls

    Energy Technology Data Exchange (ETDEWEB)

    Lstiburek, J. [Building Science Corporation, Westford, MA (United States); Ueno, K. [Building Science Corporation, Westford, MA (United States); Musunuru, S. [Building Science Corporation, Westford, MA (United States)

    2016-03-01

    This report describes the modeling of typical wall assemblies that have performed well historically in various climate zones. The WUFI (Warme und Feuchte instationar) software (Version 5.3) model was used. A library of input data and results are provided. The provided information can be generalized for application to a broad population of houses, within the limits of existing experience. The WUFI software model was calibrated or tuned using wall assemblies with historically successful performance. The primary performance criteria or failure criteria establishing historic performance was moisture content of the exterior sheathing. The primary tuning parameters (simulation inputs) were airflow and specifying appropriate material properties. Rational hygric loads were established based on experience - specifically rain wetting and interior moisture (RH levels). The tuning parameters were limited or bounded by published data or experience. The WUFI templates provided with this report supply useful information resources to new or less-experienced users. The files present various custom settings that will help avoid results that will require overly conservative enclosure assemblies. Overall, better material data, consistent initial assumptions, and consistent inputs among practitioners will improve the quality of WUFI modeling, and improve the level of sophistication in the field.

  5. Amendment on the strain measurement of thin-walled human skull shell as intracranial pressure changes

    Institute of Scientific and Technical Information of China (English)

    Xianfang Yue; Li Wang; Feng Zhou

    2008-01-01

    The human skuU,composed of tabula externa,tabula interna,and a porous diploe sandwiched in between,is deformed with changing intracranial pressure (ICP).Because the human skull's thickness is only 6 mm,it is simplified as a thin-walled shell. The objective of this article is to analyze the strain of the thin-walled shell by the stress-strain calculation of a human skull with changing ICP.Under the same loading conditions,using finite element analysis (FEA),the strains of the human skull were calculated and the results were compared with the measurements of the simulative experiment in vitro.It is demonstrated that the strain of the thin-walled shell is totally measured by pasting the one-way strain foils on the exterior surface of the shell with suitable amendment for data.The amendment scope of the measured strain values of the thin-walled shell is from 13.04% to 22.22%.

  6. External Insulation of Masonry Walls and Wood Framed Walls

    Energy Technology Data Exchange (ETDEWEB)

    Baker, P. [Building Science Corporation, Somerville, MA (United States)

    2013-01-01

    The use of exterior insulation on a building is an accepted and effective means to increase the overall thermal resistance of the assembly that also has other advantages of improved water management and often increased air tightness of building assemblies. For thin layers of insulation (1” to 1 ½”), the cladding can typically be attached directly through the insulation back to the structure. For thicker insulation layers, furring strips have been added as a cladding attachment location. This approach has been used in the past on numerous Building America test homes and communities (both new and retrofit applications), and has been proven to be an effective and durable means to provide cladding attachment. However, the lack of engineering data has been a problem for many designers, contractors, and code officials. This research project developed baseline engineering analysis to support the installation of thick layers of exterior insulation on existing masonry and frame walls. Furthermore, water management details necessary to integrate windows, doors, decks, balconies and roofs were created to provide guidance on the integration of exterior insulation strategies with other enclosure elements.

  7. External Insulation of Masonry Walls and Wood Framed Walls

    Energy Technology Data Exchange (ETDEWEB)

    Baker, P.

    2013-01-01

    The use of exterior insulation on a building is an accepted and effective means to increase the overall thermal resistance of the assembly that also has other advantages of improved water management and often increased air tightness of building assemblies. For thin layers of insulation (1" to 1 1/2"), the cladding can typically be attached directly through the insulation back to the structure. For thicker insulation layers, furring strips have been added as a cladding attachment location. This approach has been used in the past on numerous Building America test homes and communities (both new and retrofit applications), and has been proven to be an effective and durable means to provide cladding attachment. However, the lack of engineering data has been a problem for many designers, contractors, and code officials. This research project developed baseline engineering analysis to support the installation of thick layers of exterior insulation on existing masonry and frame walls. Furthermore, water management details necessary to integrate windows, doors, decks, balconies and roofs were created to provide guidance on the integration of exterior insulation strategies with other enclosure elements.

  8. The Radially Symmetric Euler Equations as an Exterior Differential System

    Science.gov (United States)

    Baty, Roy; Ramsey, Scott; Schmidt, Joseph

    2016-11-01

    This work develops the Euler equations as an exterior differential system in radially symmetric coordinates. The Euler equations are studied for unsteady, compressible, inviscid fluids in one-dimensional, converging flow fields with a general equation of state. The basic geometrical constructions (for example, the differential forms, tangent planes, jet space, and differential ideal) used to define and analyze differential equations as systems of exterior forms are reviewed and discussed for converging flows. Application of the Frobenius theorem to the question of the existence of solutions to radially symmetric converging flows is also reviewed and discussed. The exterior differential system is further applied to derive and analyze the general family of characteristic vector fields associated with the one-dimensional inviscid flow equations.

  9. STABILITY ANALYSIS OF WATER FRONT RETAINING WALL SUBJECTED TO SEISMIC LOADS USING PSEUDO-DYNAMIC METHOD%强地震荷载作用下临水挡土墙的拟动力法稳定性分析

    Institute of Scientific and Technical Information of China (English)

    周小平; 季璇; 钱七虎

    2012-01-01

    It is assumed that failure surfa.ce of backfill soil is composite curved one. Pseudo-dynamic method, in which time-history curves of acceleration was simulated by sinusoidal motions, was adopted to research the stability of the water front retaining wall subjected to seismic loads. The damping force and the inertial force acting on retaining wall and backfill soil were investigated. The closed-form solutions of passive earth pressure and dynamic factor of safety against sliding and rotation of the retaining wall during earthquake were obtained. Finally, effects of seismic acceleration, amplification factor, wall height, physico-mechanical parameters of backfill soil and hydrodynamic pressure acting on water front retaining wall on sliding displacement, dynamic factor of safety against sliding and rotation of the retaining wall were quantitatively analyzed. It is concluded that the stability of the water front retaining wall is getting worse when the earthquake speeds up, the water level gets higher and the internal friction angle gets smaller.%假设墙后填土破坏面为曲面,用正弦波模拟地震加速度时程曲线,采用拟动力法对临水挡土墙进行稳定性分析,确定了挡土墙和墙后填土所受的阻尼力和惯性力,获得地震荷载作用下挡土墙的被动土压力、抗滑和抗倾覆稳定性系数的封闭形式解析解.定量分析地震加速度、放大系数、墙后填土的物理力学参数和动水压力对挡土墙的滑动位移、挡土墙的抗滑和抗倾覆稳定性系数的影响,得出当地震加速度、放大系数越大,水位越高,内摩擦角越小,临水挡土墙的稳定性越差.

  10. Research on the Application of Exterior Insulation Technology of Building%建筑外墙外保温技术应用的研究

    Institute of Scientific and Technical Information of China (English)

    刘佳佳; 徐彦军

    2011-01-01

    In the structure of the building envelope, wall proportion is the largest. In winter the quantity of heat loss through the wall is about 20%of the total heat loss and in summer the quantity of heat absorbed through the outer wall is about 30% of the total absorbed heat, so thermal insulation design of outside wall is very important. This paper made simple exposition on the history of building exterior insulation technology, the classification of building exterior insulation, technical analysis of building exterior insulation and development trend.%在建筑外围护结构中,墙体所占比重最大,冬季通过墙体散失的热量,约为建筑总散热量的20%,夏季通过外墙体吸收的热量,约为建筑总吸热的30%,因而外墙体的保温设计相当重要.本文就建筑外墙外保温技术的历史;建筑外墙外保温的分类;建筑外墙外保温的技术分析和发展趋势做了简单的论述.

  11. 竹筋夯土墙单调水平荷载非线性有限元分析%Nonlinear FEM analysis of rammed-earth walls with bamboo bars under monotonic horizontal load

    Institute of Scientific and Technical Information of China (English)

    文枚; 李洪昌; 李岩

    2011-01-01

    Numerical models of rammed-earth walls with bamboo bars under monotonic horizontal load were builded using Solid 65 and Link 8 in the commerical finite element software ANSYS, and then analyzed, lateral resistence capacities, crack shapes, loaddisplacement curves and ductilities of the rammed-earth walls with bamboo bans were reached.By means of comparing the analytical to experimental results,it can be concluded that analysis of rammed-earth walls with bamboo bars using FEM has a high precision.%应用有限元分析软件ANSYS中的Solid65和Link8单元建立竹筋夯土墙的数值分析模型,并对其进行单调荷载下的数值计算,得出了竹筋夯土墙的抗侧承载力、裂缝形态、荷载位移曲线和延性.将数值结果与试验结果进行对比,结果表明,有限元法分析竹筋夯土墙具有较高的精度.

  12. Load Determination and Internal Force Calculation Methods for the Door-frame Wall in Civil Air Defense Basement Structures%人防地下室门框墙荷载取值和内力计算方法

    Institute of Scientific and Technical Information of China (English)

    陈星

    2014-01-01

    净高超过3.6 m 的五、六级人防地下室门框墙需要手算内力和配筋。对于最常见的无侧立柱型门框墙,可根据门框墙的组成部分将其分割成侧挡墙、门槛、上挡墙和上挡梁,按照单一构件确定其等效静荷载取值和计算方法。侧挡墙和门槛可按照规范提供的方法设计。现有文献对上挡墙的等效静荷载取值说法不一,可根据人防设计规范的要求,按照是否设置上挡梁,分别取临空墙荷载或门框墙荷载。上挡梁的计算跨度和边界条件,在不同文献中区别较大。在 SAP2000中采用壳单元和梁单元分别模拟人防墙板和上挡梁,结果显示上挡梁的支座条件很难达到理想的固结。由于门框墙的几何尺寸较为固定,层高和支撑墙的长度对上挡梁弯矩影响不大。分别调整上挡梁截面、支撑墙墙厚和梁跨度,无量纲化之后,发现墙梁抗弯刚度比同支座与跨中弯矩比之间呈对数关系,并对其进行了拟合。给出了无侧立柱型门框墙的手算流程,并同图集结果进行对比,结果显示本文提供的计算方法同人防图集的配筋值较为接近。%For the door-frame wall in civil air defense basement structures at five or six grade seismic intensity fortification zones, interior forces need to be hand-calculated if the clear height of basement is more than 3. 6 m. For most common door-frame walls without column flanks, the wall can be divided into several parts, including the flank retaining wall, the doorsill, the above-door retaining wall, and the above-door beam. These components can be designed by the equivalent static load method one by one. The flank retaining wall and the doorsill should be designed according to Code for Design of Civil Air Defense Basement. However, the equivalent static load values are different in existing literatures. It should be classified as the opening wall load or the door-frame wall load

  13. [Spatial orientation of pilot using a cockpit exterior surveillance system].

    Science.gov (United States)

    Chuntul, A V; Lapa, V V; Davydov, V V

    2013-01-01

    Spatial orientation of pilots using a cockpit exterior surveillance system was tested in real nighttime helicopter flights. Major factors complicating adequate spatial orientation and provoking visual illusions in pilots are lack of information for spatial depth (relation) perception in two-dimensional TV images altering their position along the horizontal and vertical lines of trajectory and simultaneous piloting and target search-identification operations. Reliability of pilot's spatial orientation could be improved by displaying on the exterior imaging screen also relevant flight navigation parameters.

  14. Deformed exterior algebra, quons and their coherent states

    CERN Document Server

    El-Baz, M

    2002-01-01

    We review the notion of the deformation of the exterior wedge product. This allows us to construct the deformation of the algebra of exterior forms over a vector space and also over an arbitrary manifold. We relate this approach to the generalized statistics and we study quons, as a particular case of these generalized statistics. We also give their statistical properties. A large part of the work is devoted to the problem of constructing coherent states for the deformed oscillators. We give a review of all the approaches existing in the literature concerning this point and enforce it with many examples.

  15. Numerical conformal mapping methods for exterior and doubly connected regions

    Energy Technology Data Exchange (ETDEWEB)

    DeLillo, T.K. [Wichita State Univ., KS (United States); Pfaltzgraff, J.A. [Univ. of North Carolina, Chapel Hill, NC (United States)

    1996-12-31

    Methods are presented and analyzed for approximating the conformal map from the exterior of the disk to the exterior a smooth, simple closed curve and from an annulus to a bounded, doubly connected region with smooth boundaries. The methods are Newton-like methods for computing the boundary correspondences and conformal moduli similar to Fornberg`s method for the interior of the disk. We show that the linear systems are discretizations of the identity plus a compact operator and, hence, that the conjugate gradient method converges superlinearly.

  16. Building America Case Study: Excavationless Exterior-Side Foundation Insulation for Existing Homes, Minneapolis, Minnesota (Fact Sheet)

    Energy Technology Data Exchange (ETDEWEB)

    NorthernSTAR

    2014-09-01

    Building science research supports installing exterior (soil side) foundation insulation as the optimal method to enhance the hygrothermal performance of new homes. With exterior foundation insulation, water management strategies are maximized while insulating the basement space and ensuring a more even temperature at the foundation wall. However, such an approach can be very costly and disruptive when applied to an existing home, requiring deep excavation around the entire house. The NorthernSTAR Building America Partnership team implemented an innovative, minimally invasive foundation insulation upgrade technique on an existing home. The approach consisted of using hydrovac excavation technology combined with a liquid insulating foam. The team was able to excavate a continuous 4" wide by 4' to 5' deep trench around the entire house, 128 linear feet, except for one small part under the stoop that was obstructed with concrete debris. The combination pressure washer and vacuum extraction technology also enabled the elimination of large trenches and soil stockpiles normally produced by backhoe excavation. The resulting trench was filled with liquid insulating foam, which also served as a water-control layer of the assembly. The insulation was brought above grade using a liquid foam/rigid foam hybrid system and terminated at the top of the rim joist. Cost savings over the traditional excavation process ranged from 23% to 50%. The excavationless process could result in even greater savings since replacement of building structures, exterior features, utility meters, and landscaping would be minimal or non-existent in an excavationless process.

  17. Discussion on energy saving technology of building envelop enclosure structure exterior%谈建筑围护结构外墙节能技术

    Institute of Scientific and Technical Information of China (English)

    刘晋凤

    2016-01-01

    介绍了建筑外墙结构的保温技术,论述了外墙外保温技术的优势,分析了聚苯板薄抹灰外墙外保温施工中的技术问题,总结出施工中的几点建议与技术措施,从而提高了建筑围护结构的节能水平,减少了资源浪费.%The paper introduced the thermal insulation technology of building exterior structure,discussed the advantages of external wall thermal insulation technology,analyzed the technical problems in polystyrene board external wall thermal insulation construction,summarized several sug-gestions and technical measures in construction,so as to improve the energy saving level of building exterior,reduced the resources waste.

  18. 40 CFR 205.55-5 - Labeling-exterior. [Reserved

    Science.gov (United States)

    2010-07-01

    ... 40 Protection of Environment 24 2010-07-01 2010-07-01 false Labeling-exterior. 205.55-5 Section 205.55-5 Protection of Environment ENVIRONMENTAL PROTECTION AGENCY (CONTINUED) NOISE ABATEMENT PROGRAMS TRANSPORTATION EQUIPMENT NOISE EMISSION CONTROLS Medium and Heavy Trucks § 205.55-5...

  19. On sets without tangents and exterior sets of a conic

    CERN Document Server

    Van de Voorde, Geertrui

    2012-01-01

    A set without tangents in $\\PG(2,q)$ is a set of points S such that no line meets S in exactly one point. An exterior set of a conic $\\mathcal{C}$ is a set of points $\\E$ such that all secant lines of $\\E$ are external lines of $\\mathcal{C}$. In this paper, we first recall some known examples of sets without tangents and describe them in terms of determined directions of an affine pointset. We show that the smallest sets without tangents in $\\PG(2,5)$ are (up to projective equivalence) of two different types. We generalise the non-trivial type by giving an explicit construction of a set without tangents in $\\PG(2,q)$, $q=p^h$, $p>2$ prime, of size $q(q-1)/2-r(q+1)/2$, for all $0\\leq r\\leq (q-5)/2$. After that, a different description of the same set in $\\PG(2,5)$, using exterior sets of a conic, is given and we investigate in which ways a set of exterior points on an external line $L$ of a conic in $\\PG(2,q)$ can be extended with an extra point $Q$ to a larger exterior set of $\\mathcal{C}$. It turns out that ...

  20. 36 CFR 910.38 - Building exterior illumination.

    Science.gov (United States)

    2010-07-01

    ... 36 Parks, Forests, and Public Property 3 2010-07-01 2010-07-01 false Building exterior illumination. 910.38 Section 910.38 Parks, Forests, and Public Property PENNSYLVANIA AVENUE DEVELOPMENT... specified in the Pennsylvania Avenue Lighting Plan of the Corporation. ...

  1. Spinoza y el naturalismo: el problema del mundo exterior

    OpenAIRE

    Barrero, Tomás

    2010-01-01

    El conocimiento del mundo exterior se presenta como un problema difícil para el racionalismo clásico, encarnado en Descartes. En este ensayo, se examinará el argumento que permite a Spinoza solucionar esta dificultad mediante un naturalismo muy singular que determina un profundo sesgo anticartesiano en su obra.

  2. Modeling of Exterior Rotor Permanent Magnet Machines with Concentrated Windings

    NARCIS (Netherlands)

    Vu Xuan, H.

    2012-01-01

    In this thesis modeling, analysis, design and measurement of exterior rotor permanent magnet (PM) machines with concentrated windings are dealt with. Special attention is paid to slotting effect. The PM machine is integrated in flywheel and used for small-scale ship application. Analytical model and

  3. Non-static vacuum strings: exterior and interior solutions

    Energy Technology Data Exchange (ETDEWEB)

    Stein-Schabes, J.A.

    1986-01-01

    New non-static cylindrically symmetric solutions of Einsteins's equations are presented. Some of these solutions represent string-like objects. An exterior vacuum solution is matched to a non-vacuum interior solution for different forms of the energy-momentum tensor. They generalize the standard static string. 12 refs.

  4. Beautiful Walls: Reclaiming Urban Space through Mural Making

    Science.gov (United States)

    Welch, Bethany J.

    2016-01-01

    During the nearly sixteen years she has lived and worked in inner city neighborhoods in New York, Delaware, and Philadelphia, Bethany Welch has seen communities reclaim these spaces by tackling the most visible things first. This includes clearing trash strewn vacant lots and creating murals on expansive exterior walls stained with marks of time.…

  5. Optimization of wall thickness and lay-up for the shell-like composite structure loaded by non-uniform pressure field

    Science.gov (United States)

    Shevtsov, S.; Zhilyaev, I.; Oganesyan, P.; Axenov, V.

    2017-01-01

    The glass/carbon fiber composites are widely used in the design of various aircraft and rotorcraft components such as fairings and cowlings, which have predominantly a shell-like geometry and are made of quasi-isotropic laminates. The main requirements to such the composite parts are the specified mechanical stiffness to withstand the non-uniform air pressure at the different flight conditions and reduce a level of noise caused by the airflow-induced vibrations at the constrained weight of the part. The main objective of present study is the optimization of wall thickness and lay-up of composite shell-like cowling. The present approach assumes conversion of the CAD model of the cowling surface to finite element (FE) representation, then its wind tunnel testing simulation at the different orientation of airflow to find the most stressed mode of flight. Numerical solutions of the Reynolds averaged Navier-Stokes (RANS) equations supplemented by k-w turbulence model provide the spatial distributions of air pressure applied to the shell surface. At the formulation of optimization problem the global strain energy calculated within the optimized shell was assumed as the objective. A wall thickness of the shell had to change over its surface to minimize the objective at the constrained weight. We used a parameterization of the problem that assumes an initiation of auxiliary sphere with varied radius and coordinates of the center, which were the design variables. Curve that formed by the intersection of the shell with sphere defined boundary of area, which should be reinforced by local thickening the shell wall. To eliminate a local stress concentration this increment was defined as the smooth function defined on the shell surface. As a result of structural optimization we obtained the thickness of shell's wall distribution, which then was used to design the draping and lay-up of composite prepreg layers. The global strain energy in the optimized cowling was reduced in2

  6. Residential thermal storage by water encapsulation in stud wall cavities

    Energy Technology Data Exchange (ETDEWEB)

    Turner, R.H.; Harris, G.P.; Kiley, M.N.; Cengel, Y.A. (Univ. of Nevada, Reno, NV (United States). Dept. of Mechanical Engineering)

    1992-01-01

    Thermal storage in wall cavities of standard stick frame housing was investigated. Possible applications relate to electric utility time of use charging, or solar hot air charging. Various thermal storage methods were surveyed, and water stored in the stud cavities was selected. Air was used to charge the encapsulated water. Exterior and interior walls were investigated. Experimental tests were run on full size wall cavities, for both heating and cooling runs. Experimental results were compared and validated with a mathematical model predicting the system performance. Results show that the rate of heat lost by the system while charging is greater than while discharging. The exterior walls performed best in terms of speed of charging, and the maximum charge held. The best charging efficiency was achieved for the lowest air flow rate while charging. Universal curves that describe the basic system responses were developed.

  7. 竖向荷载下的生态复合墙体内力计算及影响因素分析%CALCULATION OF INTERNAL FORCE AND INFLUENCE FACTORS ANALYSIS OF ECO-COMPOSITE WALL UNDER VERTICAL LOADING

    Institute of Scientific and Technical Information of China (English)

    侯莉娜; 黄炜; 田英侠

    2015-01-01

    生态复合墙体在竖向荷载作用下,墙体各组件(边框、肋格、填充砌块)之间存在协同工作关系。采用弹性地基梁理论,建立生态复合墙体在竖向荷载作用下的内力计算模型,定量地计算出各组件在竖向荷载作用下承担的内力,分析影响墙体受力分配关系的因素。理论分析与试验结果对比表明:该计算模型运用于竖向荷载作用下的生态复合墙体内力计算具有一定的精确度;各组件分配竖向荷载比例与暗梁刚度、边框柱刚度及复合墙板等效弹性模量等因素有关,边框柱刚度的影响小于暗梁刚度影响;当复合墙板等效弹性模量增大至30 GPa时,边框柱承担的荷载只占总荷载的18.4%。该研究结果为生态复合墙结构的抗震优化设计提供了一定的参考。%Under vertical loading, the three-part members of the eco-composite wall ( side frame, rib grids and filler blocks) work cooperatively.Based on the elastic foundation beam theory, the mechanical calculation model of the eco-composite wall was established.The internal force carried by each component was quantitatively calculated.The influence factors of the bearing performance of the components in the wall were analyzed.The comparison of theory analysis with experiment results showed that the calculation of the internal force had a certain degree of precision;the vertical loads carried by each component was related to such factors as the stiffness of side-frame column, the stiffness of concealed beam and the equivalent elastic modulus of the eco-composite slab.The stiffness of the side-frame beam had greater effect on the loads distribution than that of side-frame column.When the equivalent elastic modulus increased to 30 GPa, the proportion of the loading carried by the side-frame column was only 18.4% of the total load.The results of the research would provide an important theory foundation for the seismic optimum design of

  8. Second order perturbations of rotating bodies in equilibrium; the exterior vacuum problem

    CERN Document Server

    MacCallum, M A H; Vera, R; Callum, Malcolm A. H. Mac; Mars, Marc; Vera, Raul

    2005-01-01

    We study the exterior vacuum problem for first and second order stationary and axially symmetric perturbations of static bodies. The boundary conditions and their compatibility for the existence of an asymptotically flat exterior solution are discussed.

  9. Numerical Method for Darcy Flow Derived Using Discrete Exterior Calculus

    Science.gov (United States)

    Hirani, A. N.; Nakshatrala, K. B.; Chaudhry, J. H.

    2015-05-01

    We derive a numerical method for Darcy flow, and also for Poisson's equation in mixed (first order) form, based on discrete exterior calculus (DEC). Exterior calculus is a generalization of vector calculus to smooth manifolds and DEC is one of its discretizations on simplicial complexes such as triangle and tetrahedral meshes. DEC is a coordinate invariant discretization, in that it does not depend on the embedding of the simplices or the whole mesh. We start by rewriting the governing equations of Darcy flow using the language of exterior calculus. This yields a formulation in terms of flux differential form and pressure. The numerical method is then derived by using the framework provided by DEC for discretizing differential forms and operators that act on forms. We also develop a discretization for a spatially dependent Hodge star that varies with the permeability of the medium. This also allows us to address discontinuous permeability. The matrix representation for our discrete non-homogeneous Hodge star is diagonal, with positive diagonal entries. The resulting linear system of equations for flux and pressure are saddle type, with a diagonal matrix as the top left block. The performance of the proposed numerical method is illustrated on many standard test problems. These include patch tests in two and three dimensions, comparison with analytically known solutions in two dimensions, layered medium with alternating permeability values, and a test with a change in permeability along the flow direction. We also show numerical evidence of convergence of the flux and the pressure. A convergence experiment is included for Darcy flow on a surface. A short introduction to the relevant parts of smooth and discrete exterior calculus is included in this article. We also include a discussion of the boundary condition in terms of exterior calculus.

  10. Technology Solutions Case Study: Calculating Design Heating Loads for Superinsulated Buildings

    Energy Technology Data Exchange (ETDEWEB)

    None

    2015-08-01

    Designing a superinsulated home has many benefits including improved comfort, reduced exterior noise penetration, lower energy bills, and the ability to withstand power and fuel outages under much more comfortable conditions than a typical home. Extremely low heating and cooling loads equate to much smaller HVAC equipment than conventionally required. Sizing the mechanical system to these much lower loads reduces first costs and the size of the distribution system needed. While these homes aren't necessarily constructed with excessive mass in the form of concrete floors and walls, the amount of insulation and the increase in the thickness of the building envelope can lead to a mass effect, resulting in the structures ability to store much more heat than a code built home. This results in a very low thermal inertia making the building much less sensitive to drastic temperature swings thereby decreasing the peak heating load demand. Alternative methods that take this inertia into account along with solar and internal gains result in smaller more appropriate design loads than those calculated using Manual J version 8. During the winter of 2013/2014, the Consortium for Advanced Residential Buildings team monitored the energy use of three homes in climate zone 6 in an attempt to evaluate the accuracy of two different mechanical system sizing methods for low load homes. Based on the results, it is recommended that internal and solar gains be included and some credit for thermal inertia be used in sizing calculations for superinsulated homes.

  11. Design and analysis of optimal multi-layer walls for time-varying thermal excitation

    Science.gov (United States)

    Bond, Danielle E. M.

    U.S. buildings are a significant source of energy consumption (about 50%) and carbon emissions (about 40%), and providing conditioning to building interiors is a major portion of that expenditure. Improving building envelope performance can reduce the amount of energy used for heating and cooling, since external walls provide an important barrier between occupied building spaces and variable ambient conditions. In general, multi-layer exterior walls tend to perform better than single-layer walls, even for the same overall R-value and thermal capacitance. This work addresses practical choices in multi-layer wall design to minimize internal temperature swings that result from outside, or ambient, temperature fluctuations. An electrical analogy is used to model one-dimensional heat conduction using RC circuits. A frequency response analysis is conducted based on a period of one day. For a fixed wall thickness, four features are optimized: materials, proportion of materials, number of layers, and material distribution. Key design features include pairing insulating and thermally massive materials, distributing layers evenly, and positioning the insulating layers at the inner- and outer-most layers of the wall (i.e., near the indoor and outdoor environments). Methods for determining the optimal proportion of each material and number of layers are also presented. Combined, these easily implemented features can reduce interior temperature fluctuations by several orders of magnitude compared to ambient temperature variations. This helps maintain steady indoor temperatures, which is more comfortable for building occupants, and supports energy management strategies, like reducing peak heating and cooling loads.

  12. Evaluation of Two CEDA Weatherization Pilot Implementations of an Exterior Insulation and Over-Clad Retrofit Strategy for Residential Masonry Buildings in Chicago

    Energy Technology Data Exchange (ETDEWEB)

    Neuhauser, K.

    2013-08-01

    This project examines the implementation of an exterior insulation and over-clad strategy for brick masonry buildings in Chicago. The strategy was implemented at a free-standing two story two-family dwelling and a larger free-standing multifamily building. The test homes selected for this research represent predominant housing types for the Chicago area. High heating energy use typical in these buildings threaten housing affordability. Uninsulated mass masonry wall assemblies also have a strongly detrimental impact on comfort. Significant changes to the performance of masonry wall assemblies is generally beyond the reach of typical weatherization (Wx) program resources. The Community and Economic Development Association of Cook County, Inc. (CEDA) has secured a Sustainable Energy Resources for Consumers (SERC) innovation grant sponsored by the United States Department of Energy (DOE). This grant provides CEDA the opportunity to pursue a pilot implementation of innovative approaches to retrofit in masonry wall enclosures. The exterior insulation and over-clad strategy implemented through this project was designed to allow implementation by contractors active in CEDA weatherization programs and using materials and methods familiar to these contractors. The retrofit measures are evaluated in terms of feasibility, cost and performance. Through observations of the strategies implemented, the research described in this report identifies measures critical to performance as well as conditions for wider adoption. The research also identifies common factors that must be considered in determining whether the exterior insulation and over-clad strategy is appropriate for the building.

  13. [Calculation of radiation loads in a space station compartment with a secondary shielding].

    Science.gov (United States)

    Kartashov, D A; Tolochek, R V; Shurshakov, V A; Yarmanova, E N

    2013-01-01

    Doses from space ionizing radiation were estimated using a model of ISS cosmonaut's quarters (CQ) outfitted with secondary shielding ("Protective shutter" (PS) as part of experiment MATRYOSHKA-R). Protective shutter is a "blanket" of water-containing material with mass thickness of - 6 g/cm2 covering the CQ exterior wall. Calculation was performed specifically for locations of experimental dosimetry assemblies. Agreement of calculations and experimental data reaching accuracy - 15% proves model applicability to estimating protective effectiveness of secondary shielding in the present-day and future space vehicles. This shielding may reduce radiation loading onto crewmembers as an equivalent dose by more than 40% within a broad range of orbit altitudes equally during the solar minimum and maximum.

  14. Interior and exterior ballistics coupled optimization with constraints of attitude control and mechanical-thermal conditions

    Science.gov (United States)

    Liang, Xin-xin; Zhang, Nai-min; Zhang, Yan

    2016-07-01

    For solid launch vehicle performance promotion, a modeling method of interior and exterior ballistics associated optimization with constraints of attitude control and mechanical-thermal condition is proposed. Firstly, the interior and external ballistic models of the solid launch vehicle are established, and the attitude control model of the high wind area and the stage of the separation is presented, and the load calculation model of the drag reduction device is presented, and thermal condition calculation model of flight is presented. Secondly, the optimization model is established to optimize the range, which has internal and external ballistic design parameters as variables selected by sensitivity analysis, and has attitude control and mechanical-thermal conditions as constraints. Finally, the method is applied to the optimal design of a three stage solid launch vehicle simulation with differential evolution algorithm. Simulation results are shown that range capability is improved by 10.8%, and both attitude control and mechanical-thermal conditions are satisfied.

  15. A sensitivity model for energy consumption in buildings. Part 1: Effect of exterior environment

    Science.gov (United States)

    Lansing, F. L.

    1981-01-01

    A simple analytical model is developed for the simulation of seasonal heating and cooling loads of any class of buildings to complement available computerized techniques which make hourly, daily, and monthly calculations. An expression for the annual energy utilization index, which is a common measure of rating buildings having the same functional utilization, is derived to include about 30 parameters for both building interior and exterior environments. The sensitivity of a general class building to either controlled or uncontrolled weather parameters is examined. A hypothetical office type building, located at the Goldstone Space Communication Complex, Goldstone, California, is selected as an example for the numerical sensitivity evaluations. Several expressions of variations in local outside air temperature, pressure, solar radiation, and wind velocity are presented.

  16. Construction Guide to Next-Generation High-Performance Walls in Climate Zones 3-5 - Part 1: 2x6 Walls

    Energy Technology Data Exchange (ETDEWEB)

    V. Kochkin and J. Wiehagen

    2017-08-31

    Part 1 of this Construction Guide to High-Performance Walls in Climate Zones 3-5 provides time-proven, practical, and cost-effective strategies for constructing durable, energy-efficient walls. It addresses walls constructed with 2x6 wood frame studs, wood structural panel (WSP) exterior sheathing, and a cladding system installed over WSP sheathing in low-rise residential buildings up to three stories high.

  17. 关于静载作用下大型储罐罐壁的合理设计%On the Reasonable Design of Tank Wall of Large Storage Tank under Static Loads

    Institute of Scientific and Technical Information of China (English)

    卜凡; 钱才富

    2013-01-01

    罐壁是大型储罐的重要部件,其设计是否合理决定着整个储罐是否安全和经济。目前各国大型储罐的设计准则不同,设计结果也有差异。分别根据中国标准GB 50341-2003的设计方法与美国标准API 650-2007中的“变设计点法”,对容积为1×105 m3与2×105 m3的2个受静载作用的大型储罐进行设计,并比较两种设计方法的差异,同时通过有限元软件ANSYS对罐壁进行优化设计,以期得到更经济可行的设计方案。%Tank wall is the most important component in a large storage tank .Reasonable design of the tank wall determines the safety and economy of the whole tank .Different countries have different design criterias for the design of large storage tanks , and as a result , giving different results .Two large storage tanks with the capacity of 1 ×105 m3 and 2 ×105 m3 under the static loads were designed based on the de-sign criteria in China standard GB 50341-2003 and the Variable-Design-Point Method in USA stand-ard API 650-2007 and compared for the wall thickness .At the same time , the optimization design was performed with the finite element software ANSYS in order to obtain a more economic and feasible design approach .

  18. Experimental Study on Seismic Behavior of Exterior Joints of Special-shaped Columns with Different Lengths of Limbs

    Institute of Scientific and Technical Information of China (English)

    2008-01-01

    Four exterior joints with special-shaped columns which have different lengths of limbs are tested under low cyclic loading. Special-shaped columns adopted are L- and T-shaped in section. It can be concluded that crack pattern, failure mode and shear strength of joints are affected by the length of limb, and that shear strength and ductility increase with the length of limb; the joints with the flexural failure of the beam have better seismic behavior than those with the shear failure of the joint core.

  19. THE MODERN STYLE IN INTERIOR AND EXTERIOR DESIGN

    Directory of Open Access Journals (Sweden)

    Vaska Sandeva

    2016-07-01

    Full Text Available The style is a way of expression, which is characterized by all the features that distinguish it from the rest. In the art indicates overall characteristics of an artist or art school, direction or time. Modern design is difficult to define. The term "modern" refers to the impact of modern art to the design of interiors and exteriors. Modern design is defined more by its own trends, which is largely unchanged for several decades. One of the most important elements in modern design of interiors and exteriors is the form. Modern design uses geometric forms including rigid squares and rectangles, with a smooth, even and curved ends. Perfect circles and oval shapes are also common in modern design. Modern design is also plain and simple.

  20. Combining interior and exterior characteristics for remote sensing image denoising

    Science.gov (United States)

    Peng, Ni; Sun, Shujin; Wang, Runsheng; Zhong, Ping

    2016-04-01

    Remote sensing image denoising faces many challenges since a remote sensing image usually covers a wide area and thus contains complex contents. Using the patch-based statistical characteristics is a flexible method to improve the denoising performance. There are usually two kinds of statistical characteristics available: interior and exterior characteristics. Different statistical characteristics have their own strengths to restore specific image contents. Combining different statistical characteristics to use their strengths together may have the potential to improve denoising results. This work proposes a method combining statistical characteristics to adaptively select statistical characteristics for different image contents. The proposed approach is implemented through a new characteristics selection criterion learned over training data. Moreover, with the proposed combination method, this work develops a denoising algorithm for remote sensing images. Experimental results show that our method can make full use of the advantages of interior and exterior characteristics for different image contents and thus improve the denoising performance.

  1. Advanced exterior sensor project : final report, September 2004.

    Energy Technology Data Exchange (ETDEWEB)

    Ashby, M. Rodema

    2004-12-01

    This report (1) summarizes the overall design of the Advanced Exterior Sensor (AES) system to include detailed descriptions of system components, (2) describes the work accomplished throughout FY04 to evaluate the current health of the original prototype and to return it to operation, (3) describes the status of the AES and the AES project as of September 2004, and (4) details activities planned to complete modernization of the system to include development and testing of the second-generation AES prototype.

  2. GATEWAY Demonstrations: Exterior LED Lighting Projects at Princeton University

    Energy Technology Data Exchange (ETDEWEB)

    Davis, Robert G. [Pacific Northwest National Lab. (PNNL), Richland, WA (United States); Evans, WIlliam E. [Princeton Univ., NJ (United States); Murphy, Arthur [Princeton Univ., NJ (United States); Perrin, Tess [Pacific Northwest National Lab. (PNNL), Richland, WA (United States)

    2015-10-30

    This report focuses on four exterior solid-state lighting projects that have been completed at Princeton since 2008, when the University adopted a comprehensive sustainability plan. Through these initial projects – which include a parking garage, a pedestrian path, and two parking lot installations – the school’s facilities engineering staff learned important lessons about SSL technology and gained experience in dealing with the rapidly changing landscape of lighting manufacturers and their suppliers.

  3. Dynamic buckling of double-walled carbon nanotubes under axial impact loading%轴向冲击载荷作用下双壁碳纳米管的动力屈曲

    Institute of Scientific and Technical Information of China (English)

    姚小虎; 张晓晴; 韩强

    2011-01-01

    Using the modified finite element method, the nonlinear shell-spring finite element model is established with taking the van der waals force into account. Based on the B-R motion criterion, the dynamic bucking behaviors of multi-walled carbon nanotubes are examined systemically. The dynamic critical loads for buckling and failure of double-walled carbon nanotubes under axial impact load are obtained. It is shown that in the dynamic buckling process of multi-walled carbon nanotubes, the deformation of each wall is harmonious to each other and the change of interlayer spacing is very small. The magnitude and the duration of impact load as well as the length of carbon nanotube have greater effects on the dynamic buckling of carbon nanotubes. For the shorter carbon nanotubes, asymmetrical buckling mode appears earlier. The simulations further show that the stress wave propagation in carbon nanotubes induces the asymmetrical buckling mode. In the dynamic buckling process of carbon nanotubes, there are four circumferential lobes that can be observed obviously, and their wave crest and trough of the lobes change alternately.%应用改进的有限元方法,建立考虑层间范德华力作用的壳-弹簧非线性有限元模型,基于B-R运动准则,系统地研究了双壁碳纳米管的动力屈曲问题,得到了轴向冲击载荷作用下双壁碳纳米管的临界动力屈曲载荷和临界动力失效载荷.研究结果表明,在动力屈曲过程中,双壁碳纳米管层间距的变化非常小,各管的变形相互协调;碳纳米管中应力波的传播导致碳纳米管出现非对称屈曲模态,可明显观测到四个环向波瓣,沿着碳纳米管的轴线方向,四个波瓣的波峰和波谷交替变化.对碳纳米管动力屈曲问题的研究表明,冲击载荷的大小和持续时间对碳纳米管的动力屈曲有较大影响,同时碳纳米管的长度对碳纳米管的动力屈曲也有较大的影响,较短的碳纳米管较早出现非对称屈曲模态.

  4. Limit and end functors of dynamical systems via exterior spaces

    CERN Document Server

    Calcines, J M Garcia; Rodriguez, M Teresa Rivas

    2012-01-01

    In this paper we analyze some applications of the category of exterior spaces to the study of dynamical systems (flows). We study the notion of an absorbing open subset of a dynamical system; i.e., an open subset that contains the "future part" of all the trajectories. The family of all absorbing open subsets is a quasi-filter which gives the structure of an exterior space to the flow. The limit space and end space of an exterior space is used to construct the limit spaces and end spaces of a dynamical system. On the one hand, for a dynamical system two limits spaces $L^{\\r}(X)$ and $\\bar L^{\\r}(X)$ are constructed and their relations with the subflows of periodic, Poisson stable points and $\\Omega^{\\r}$-limits of $X$ are analyzed. On the other hand, different end spaces are also associated to a dynamical system having the property that any positive semi-trajectory has an end point in these end spaces. This type of construction permits us to consider the subflow containing all trajectories finishing at an end...

  5. Full size testing of sheet pile walls

    NARCIS (Netherlands)

    Kuilen, J.W.G. van de; Linden, M.L.R. van der; Katsma, H.; Stolle, P.

    1996-01-01

    Azobé (Lophira alata) is widely used in timber sheet pile walls in the Netherlands. The boards in these walls are coupled and therefore load-sharing can be expected. A simulation model based on the finite element method DIANA (DIANA, 1992) was developed and load-sharing could be calculated. To check

  6. Contribution to the understanding of the behaviour of reinforced concrete shear walls under seismic loading: contribution of experiment and modeling to the design; Contribution a la comprehension du fonctionnement des voiles en beton arme sous sollicitation sismique: apport de l'experimentation et de la modelisation a la conception

    Energy Technology Data Exchange (ETDEWEB)

    Ile, N

    2000-12-01

    This thesis deals with aspects of seismic behaviour of reinforced concrete shear walls (RCSW). Its objective is to introduce a useful modelling approach for addressing the non-linear response of a large variety of RCSW and to identify several aspects in which this numerical approach could be implemented into design applications. Firstly, the characteristics of the behaviour of RCSW under seismic loading, some design principles and different modelling approaches are discussed. As an important lack of knowledge in several fields was identified, it was considered that three types of shear walls deserve more attention: slightly reinforced slender walls; U-shaped walls and heavily reinforced squat shear walls. A local modelling approach is adopted and the material constitutive models are described in details. Secondly, the behaviour of the two mock-up, CAMUS I and II, tested on the shaking-table during the CAMUS programme, which are slightly reinforced and designed according to the French code PS92 is simulated using a 2-D finite element model (FEM). For comparison purposes, the case of the CAMUS III mock-up, designed according to EC8, is considered. We are then dealing with the case of U-shaped walls under dynamic and cyclic loading. The results obtained from numerical simulations, based on a 3-D shell FEM, are compared with those obtained from tests carried out in the frame of the ICONS programme. Finally, the numerical model is applied to the case of heavily reinforced squat shear walls (similar to those used in the nuclear power plant buildings) subjected to shear loading. A 2-D FEM is considered in order to simulate the behaviour of three different walls, which were tested pseudo-dynamically during the SAFE programme. The results from both experimental and numerical studies are compared and discussed. The most important factors affecting the behaviour of RCSW are highlighted. Different examples of possible contributions to design are presented. (author)

  7. Investigation of thermal effect on exterior wall surface of building material at urban city area

    OpenAIRE

    Mohd Fadhil Md Din, Hazlini Dzinun, M. Ponraj, Shreeshivadasan Chelliapan, Zainura Zainun Noor, Dilshah Remaz, Kenzo Iwao

    2012-01-01

    This paper describes the investigation of heat impact on the vertical surfaces of buildings based on their thermal behavior. The study was performed based on four building materials that is commonly used in Malaysia; brick, concrete, granite and white concrete tiles. The thermal performances on the building materials were investigated using a surface temperature sensor, data logging system and infrared thermography. Results showed that the brick had the capability to absorb and store heat gre...

  8. Behavior of plasters on the modern heat-effective exterior walls of buildings (rus

    Directory of Open Access Journals (Sweden)

    Babkov V.V.

    2012-12-01

    Full Text Available Physical and mechanical characteristics, the most significant for the plasters with regard to the features of their behavior as the coating of building faces were evaluated. Results of quantitative estimation of stresses in the plaster layers on surfaces of different stiffness due to the plaster shrinkage are given. It is shown that with a decrease of the surface modulus of elasticity, stresses in the plaster coating are decreased either due to reduction of the effect of its deformations’ constraint. By analysis and with experiments it is proved, that the main factor evaluating the ultimate extensibility of the mortar is its viscoelasticity modulus, while mortar strength increase involves its stresses increase.

  9. Preparation and performance of thermal insulation energy saving coating materials for exterior wall.

    Science.gov (United States)

    Wang, Fei; Liang, Jinsheng; Tang, Qingguo; Chen, Gong; Chen, Yalei

    2014-05-01

    Nano zinc oxide with a high refractive index has good thermal reflection performance, hollow glass microspheres have good thermal reflection and insulation performance, and sepiolite nanofibers with many nanostructural pores have good thermal insulation performance. The dispensability of nano zinc oxide in coating materials was improved by optimizing surface silane coupling agent modification process, leading to the good thermal reflection performance. The thermal insulation performance was improved by hollow glass microspheres and sepiolite nanofibers. On this basis, the thermal insulation coating materials were prepared by exploring the effect of amount, complex mode, and other factors of the above three kinds of functional fillers on the thermal reflection and insulation performance of coating materials. The results showed that the surface modification effect of nano zinc oxide was the best when the silane coupling agent addition was 6%. The reflection and insulation performance of the coatings were the best when the additions of modified nano zinc oxide, hollow glass microspheres, and sepiolite nanofibers were 3%, 4%, and 4%, respectively. Compared with the control coating materials, the thermal insulation effect was improved obviously, which was evaluated by the -13.5 degrees C increase of maximum temperature difference between the upper and the lower surfaces.

  10. Performance of a selective-surface trombe wall in a small commercial building

    Energy Technology Data Exchange (ETDEWEB)

    Judkoff, R.; Sokol, F.

    1981-03-01

    The design and construction of a 100% passive solar building utilizing a clerestory and a trombe wall are described. The use of three selectively absorptive and emissive coverings on the trombe wall outer surface are investigated. One of the coverings and its laminating adhesive are tested for degradation after a year of exposure under normal operating conditions. Ambient temperature, room air temperature, trombe wall interior and exterior surface temperatures, and solar radiation are measured.

  11. Monitoring of Double-Stud Wall Moisture Conditions in the Northeast

    Energy Technology Data Exchange (ETDEWEB)

    Ueno, K. [Building Science Corporation, Westford, MA (United States)

    2015-03-01

    Double-stud walls insulated with cellulose or low-density spray foam can have R-values of 40 or higher. However, double-stud walls have a higher risk of interior-sourced condensation moisture damage when compared with high-R approaches using exterior insulating sheathing. Moisture conditions in double-stud walls were monitored in Zone 5A (Massachusetts); three double-stud assemblies were compared.

  12. Conducting Wall Hall Thrusters

    Science.gov (United States)

    Goebel, Dan M.; Hofer, Richard R.; Mikellides, Ioannis G.; Katz, Ira; Polk, James E.; Dotson, Brandon

    2013-01-01

    A unique configuration of the magnetic field near the wall of Hall thrusters, called Magnetic Shielding, has recently demonstrated the ability to significantly reduce the erosion of the boron nitride (BN) walls and extend the life of Hall thrusters by orders of magnitude. The ability of magnetic shielding to minimize interactions between the plasma and the discharge chamber walls has for the first time enabled the replacement of insulating walls with conducting materials without loss in thruster performance. The boron nitride rings in the 6 kW H6 Hall thruster were replaced with graphite that self-biased to near the anode potential. The thruster efficiency remained over 60% (within two percent of the baseline BN configuration) with a small decrease in thrust and increase in Isp typical of magnetically shielded Hall thrusters. The graphite wall temperatures decreased significantly compared to both shielded and unshielded BN configurations, leading to the potential for higher power operation. Eliminating ceramic walls makes it simpler and less expensive to fabricate a thruster to survive launch loads, and the graphite discharge chamber radiates more efficiently which increases the power capability of the thruster compared to conventional Hall thruster designs.

  13. FIWATKA - a first-wall thermal fatigue test facility

    Energy Technology Data Exchange (ETDEWEB)

    Hofmann, G.; Eggert, E. (Kernforschungszentrum Karlsruhe, Inst. fuer Reaktorbauelemente (Germany))

    1991-12-01

    The first wall of a fusion device receives from the plasma thermal loads in addition to neutron radiation, chemical and mechanical loads. To qualify a first-wall design, it needs to be tested under these loads, which is done out of the device in separate tests. The test facility described in this paper is designed for testing medium sized first-wall specimens under cyclic thermal loads. A technical description of the facility and its design limits are given. (orig.).

  14. Strengthening of Shear Walls

    DEFF Research Database (Denmark)

    Hansen, Christian Skodborg

    -plane loaded walls and disks is however not included in any guidelines, and only a small fraction of scientists have initiated research within this topic. Furthermore, studies of the principal behavior and response of a strengthened disk has not yet been investigated satisfactorily, and this is the principal...... be altered to fit the surrounding boundary conditions. The effective cohesive law will then become a function of the investigated structural geometry. A simplified approach for the latter topic was used to predict the load capacity of concrete beams in shear. Results obtained were acceptable, but the model...

  15. Axial compression behavior and partial composite action of SC walls in safety-related nuclear facilities

    Science.gov (United States)

    Zhang, Kai

    Steel-plate reinforced concrete (SC) composite walls typically consist of thick concrete walls with two exterior steel faceplates. The concrete core is sandwiched between the two steel faceplates, and the faceplates are attached to the concrete core using shear connectors, for example, ASTM A108 steel headed shear studs. The shear connectors and the concrete infill enhance the stability of the steel faceplates, and the faceplates serve as permanent formwork for concrete placement. SC composite walls were first introduced in the 1980's in Japan for nuclear power plant (NPP) structures. They are used in the new generation of nuclear power plants (GIII+) and being considered for small modular reactors (SMR) due to their structural efficiency, economy, safety, and construction speed. Steel faceplates can potentially undergo local buckling at certain locations of NPP structures where compressive forces are significant. The steel faceplates are usually thin (0.25 to 1.50 inches in Customary units, or 6.5 to 38 mm in SI units) to maintain economical and constructional efficiency, the geometric imperfections and locked-in stresses induced during construction make them more vulnerable to local buckling. Accidental thermal loading may also reduce the compressive strength and exacerbate the local buckling potential of SC composite walls. This dissertation presents the results from experimental and numerical investigations of the compressive behavior of SC composite walls at ambient and elevated temperatures. The results are used to establish a slenderness limit to prevent local buckling before yielding of the steel faceplates and to develop a design approach for calculating the compressive strength of SC composite walls with non-slender and slender steel faceplates at ambient and elevated temperatures. Composite action in SC walls is achieved by the embedment of shear connectors into the concrete core. The strength and stiffness of shear connectors govern the level of

  16. 大型厚壁封头热锻成形中降低成型载荷的策略%Strategy of Decreasing Forming Load in Hot Forging of Heavy Thick-wall Sealing Head

    Institute of Scientific and Technical Information of China (English)

    徐戊矫; 丁永峰; 邹明平; 王凯庆

    2011-01-01

    The forging process for the heavy thick-wall saling head is required to neet the severe condition,whereas the forging factories often face eith the insufficient forging capacity to execute the foring process. Based on the rigid-viscoplastic FEM platform DEFORM-3D, the upper anvil swaging foring process was simulatde to ana1yze the cause of the fold defer and much higher forming load. The configuration of the upper anvil was optimized in the shape of saddle,meanwhile, the reduction of per revolution was deternined as 100 mm and the rotary anglc of per reduction of the upper anvil was decided as 24°. The optimized process was numerically simulated The results show that the forming load to execute the forging process is decreased to available range and the fold is avoided in the finished forgings The research is very helpful to improve the feasibility of forging proccss and forming quality of heavy thick-wall sealing head.%大型厚壁封头严苛的使用性能要求其采用整体锻造方法生产,但锻造企业通常不具备足够的设备能力以满足封头整体锻造超高的力能需求.基于刚粘塑性有限元模拟平台DEFORM-3D,对大型厚壁封头上砧旋转锻造成形原有的工艺方案进行了模拟仿真,分析了产生折迭缺陷和锻造载荷超限的原因.优化上砧形状为马鞍型,并确定上砧的运动轨迹为单周压下量为100mm,每压下一次后上砧旋转角度为24°.对优化后的工艺方案进行仿真计算.结果表明,工艺优化有效地将所需的成形载荷降到了设备能力允许的范围之内,并使整体锻造的封头无折迭缺陷.研究结果对提高封头整体锻造的可行性及改善大型厚壁封头的成形质量具有重要的指导意义.

  17. Wonderful Walls

    Science.gov (United States)

    Greenman, Jim

    2006-01-01

    In this article, the author emphasizes the importance of "working" walls in children's programs. Children's programs need "working" walls (and ceilings and floors) which can be put to use for communication, display, storage, and activity space. The furnishings also work, or don't work, for the program in another sense: in aggregate, they serve as…

  18. Ambiguous walls

    DEFF Research Database (Denmark)

    Mody, Astrid

    2012-01-01

    The introduction of Light Emitting Diodes (LEDs) in the built environment has encouraged myriad applications, often embedded in surfaces as an integrated part of the architecture. Thus the wall as responsive luminous skin is becoming, if not common, at least familiar. Taking into account how wall...

  19. Exterior difference systems and invariance properties of discrete mechanics

    Energy Technology Data Exchange (ETDEWEB)

    Xie Zheng; Xie Duanqiang; Li Hongbo [Center of Mathematical Sciences, Zhejiang University, Zhejiang 310027 (China); Key Laboratory of Mathematics Mechanization, Chinese Academy of Sciences, Beijing 100080 (China)], E-mail: lenozhengxie@yahoo.com.cn

    2008-06-27

    Invariance properties describe the fundamental physical laws in discrete mechanics. Can those properties be described in a geometric way? We investigate an exterior difference system called the discrete Euler-Lagrange system, whose solution has one-to-one correspondence with solutions of discrete Euler-Lagrange equations, and use it to define the first integrals. The preservation of the discrete symplectic form along the discrete Hamilton phase flows and the discrete Noether's theorem is also described in the language of difference forms.

  20. Discrete Exterior Calculus Discretization of Incompressible Navier-Stokes Equations

    KAUST Repository

    Mohamed, Mamdouh S.

    2017-05-23

    A conservative discretization of incompressible Navier-Stokes equations over surface simplicial meshes is developed using discrete exterior calculus (DEC). Numerical experiments for flows over surfaces reveal a second order accuracy for the developed scheme when using structured-triangular meshes, and first order accuracy otherwise. The mimetic character of many of the DEC operators provides exact conservation of both mass and vorticity, in addition to superior kinetic energy conservation. The employment of barycentric Hodge star allows the discretization to admit arbitrary simplicial meshes. The discretization scheme is presented along with various numerical test cases demonstrating its main characteristics.

  1. Implantación de ascensores exteriores en edificios existentes

    OpenAIRE

    Abad Herrero, Mónica

    2015-01-01

    En la ciudad de Barcelona desde 2001 se han construido ascensores por el exterior de edificios ya existentes, edificios los cuales no disponían. El objetivo es estudiar cómo se inicia el fenómeno, las problemáticas surgidas y soluciones adoptadas y enmarcar a nivel socio-cultural y urbanístico el origen de los barrios donde se ubican los edificios de viviendas afectados. El método empleado, limites de estudio (ciudad de Barcelona), la organización de la investigación (almacenamien...

  2. Regression on manifolds: Estimation of the exterior derivative

    CERN Document Server

    Aswani, Anil; Tomlin, Claire; 10.1214/10-AOS823

    2011-01-01

    Collinearity and near-collinearity of predictors cause difficulties when doing regression. In these cases, variable selection becomes untenable because of mathematical issues concerning the existence and numerical stability of the regression coefficients, and interpretation of the coefficients is ambiguous because gradients are not defined. Using a differential geometric interpretation, in which the regression coefficients are interpreted as estimates of the exterior derivative of a function, we develop a new method to do regression in the presence of collinearities. Our regularization scheme can improve estimation error, and it can be easily modified to include lasso-type regularization. These estimators also have simple extensions to the "large $p$, small $n$" context.

  3. Perturbation of essential spectra of exterior elliptic problems

    DEFF Research Database (Denmark)

    Grubb, Gerd

    2011-01-01

    For a second-order symmetric strongly elliptic differential operator on an exterior domain in ℝ n , it is known from the works of Birman and Solomiak that a change in the boundary condition from the Dirichlet condition to an elliptic Neumann or Robin condition leaves the essential spectrum...... an extension of the spectral asymptotics formula for the difference between inverses of elliptic problems. The proofs rely on Kreĭn-type formulae for differences between inverses, and cutoff techniques, combined with results on singular Green operators and their spectral asymptotics....

  4. Comment on the Exterior Solutions and Their Geometry in Scalar-Tensor Theories of Gravity

    Science.gov (United States)

    Tsuchida, T.; Watanabe, K.

    1999-01-01

    We study series of stationary solutions with asymptotic flatness properties in the Einstein-Maxwell-free scalar system because they are locally equivalent to the exterior solutions in some class of scalar-tensor theories of gravity. First, we classify spherical exterior solutions into two types of solutions, an apparently black hole type solution and an apparently worm hole type solution. The solutions contain three parameters, and we clarify their physical significance. Second, we reduce the field equations for the axisymmetric exterior solutions. We find that the reduced equations are partially the same as the Ernst equations. As simple examples, we derive new series of static, axisymmetric exterior solutions, which correspond to Voorhees's solutions. We then establish a non-trivial relation between the spherical exterior solutions and our new solutions. Finally, since null geodesics have conformally invariant properties, we study the local geometry of the exterior solutions by using the optical scalar equations and find some anomalous behavior of the null geodesics.

  5. Comment on the exterior solutions and their geometry in scalar-tensor theories of gravity

    CERN Document Server

    Tsuchida, T; Tsuchida, Tooru; Watanabe, Kazuya

    1999-01-01

    We study series of the stationary solutions with asymptotic flatness properties in the Einstein-Maxwell-free scalar system because they are locally equivalent with the exterior solutions in some class of the scalar-tensor theories of gravity. First, we classify spherical exterior solutions into two types of the solutions, an apparently black hole type solution and an apparently worm hole type solution. The solutions contain three parameters, and we clarify their physical significance. Second, we reduce the field equations for the axisymmetric exterior solutions. We find that the reduced equations are partially the same as the Ernst equations. As simple examples, we derive new series of the static, axisymmetric exterior solutions, which correspond to Voorhees's solutions. We then show a non-trivial relation between the spherical exterior solutions and our new solutions. Finally, since null geodesics have conformally invariant properties, we study the local geometry of the exterior solutions by using the optica...

  6. La Constitución de 1991 y la política exterior colombiana

    Directory of Open Access Journals (Sweden)

    Bernardo Vela Orbegozo

    2008-01-01

    Full Text Available Introducción. i. Una política exterior para un mundo en transformación. ii. El viejo orden y la transformación de las relaciones internacionales. iii. La precariedad de la política exterior colombiana. iv. A manera de conclusión: la política exterior de un Estado legítimo

  7. La Constitución de 1991 y la política exterior colombiana

    Directory of Open Access Journals (Sweden)

    Bernardo Vela Orbegozo

    2008-12-01

    Full Text Available introducción. i. Una política exterior para un mundo en transformación. ii. El viejo orden y la transformación de las relaciones internacionales. iii. La precariedad de la política exterior colombiana. iv. A manera de conclusión: la política exterior de un Estado legítimo

  8. Density functional and molecular docking studies towards investigating the role of single-wall carbon nanotubes as nanocarrier for loading and delivery of pyrazinamide antitubercular drug onto pncA protein

    Science.gov (United States)

    Saikia, Nabanita; Rajkhowa, Sanchaita; Deka, Ramesh C.

    2013-03-01

    The potential biomedical application of carbon nanotubes (CNTs) pertinent to drug delivery is highly manifested considering the remarkable electronic and structural properties exhibited by CNT. To simulate the interaction of nanomaterials with biomolecular systems, we have performed density functional calculations on the interaction of pyrazinamide (PZA) drug with functionalized single-wall CNT ( fSWCNT) as a function of nanotube chirality and length using two different approaches of covalent functionalization, followed by docking simulation of fSWCNT with pncA protein. The functionalization of pristine SWCNT facilitates in enhancing the reactivity of the nanotubes and formation of such type of nanotube-drug conjugate is thermodynamically feasible. Docking studies predict the plausible binding mechanism and suggests that PZA loaded fSWCNT facilitates in the target specific binding of PZA within the protein following a lock and key mechanism. Interestingly, no major structural deformation in the protein was observed after binding with CNT and the interaction between ligand and receptor is mainly hydrophobic in nature. We anticipate that these findings may provide new routes towards the drug delivery mechanism by CNTs with long term practical implications in tuberculosis chemotherapy.

  9. Catastrophe model and its experimental verification of static loading rock system under impact load

    Institute of Scientific and Technical Information of China (English)

    2006-01-01

    According to the catastrophe model for impact buckling of static loading structures, a new catastrophe model for impact loading failure of a static loading rock system was established, and one dimension (1D) catastrophe model was analyzed. The analysis results indicate that the furcation collection where catastrophe may take place is not only decided by mechanical system itself but also relates to exterior loading, which is different from the results obtained under mono-static loading where the bifurcation collection is only determined by mechanics of the system itself and has nothing to do with exterior loading. In addition, the corresponding 1D coupled static-dynamic loading experiment is designed to verify the analysis results of catastrophe model The test is done with Instron 1342 electroservo controlled testing system, in which medium strain rate is caused by monotony rising dynamic load. The parameters are obtained combining theoretical model with experiment. The experimental and theoretical curves of critical dynamic load vs static load are rather coincided, thus the new model is proved to be correct.

  10. Measurement of spatial object's exterior attitude based on linear CCD

    Institute of Scientific and Technical Information of China (English)

    2008-01-01

    It is difficult to realize real-time measurement of exterior attitude by the traditional systems based on the area image sensor which have conflict between speed and accuracy.The subsystem for three-dimensional (3D) coordinate rcconstruction of point target (S3DCRPT) which is composed of three one-dimensional (1D) cameras based on linear charge-coupled device (CCD) can determine the distant light spots' spatial position. The attitude angle of the measured object is determined by the spatial solution while the coordinate reconstruction is separately carried on by the S3DCRPT with some point cooperation targets (PCTs) on the measured object. A new optical system is designed to solve the interference problem with one-to-one relationship between the PCTs and the S3DCRPT optical subsystems,which improves the measurement accuracy and saves space. The mathematical model of the attitude measurement is established,and partial and global calibrations are realized for the multi-camera attitude measurement system.The test results show the feasibility of the exterior attitude measurement based on linear CCD.

  11. CARACTERÍSTICAS DO JOVEM BRASILEIRO QUE VIAJA AO EXTERIOR

    Directory of Open Access Journals (Sweden)

    Sabrina Nascimento Moraes

    2016-11-01

    Full Text Available O Estudo para compreender as características dos jovens que viaja ao exterior, foi realizada por meio de um questionário ao qual a amostra de jovens pode responder. O questionário sintético buscou entender quem era nossa amostra, como faixa etária, renda familiar e avaliar alguns dados como o envolvimento do mesmo com projetos sociais e visão de mundo, os questionamentos abrangentes e específicos nos possibilitou atingir nossa finalidade que é assimilar diversos aspectos que possam ter motivado o jovem brasileiro a viajar para o exterior. O enfoque do proposto estudo é captar e interpretar as mudanças que este jovem pós-viagem, possa ter passado após o contato com outra (s cultura, costumes e experiências que podem ter e reflexos e influenciar de maneira significante, por esse novo ambiente de contato. O trabalho busca também compreender o como a crise econômica brasileira (e mundial tem na decisão de viajar, possibilitando um novo rumo longe de famílias e amigos, em busca de novas experiências.

  12. The Search for Durable Exterior Clear Coatings for Wood

    Directory of Open Access Journals (Sweden)

    Philip D. Evans

    2015-11-01

    Full Text Available The goal of a durable exterior clear coating has eluded generations of coatings technologists, despite long-standing desire amongst the public for such a coating. The journey towards this goal initially focused on modifications to coating formulation, but took a completely different direction when it was found that a UV-transparent silicone clear coating on wood modified with chromic acid met consumer expectations of coating durability. This finding sparked world-wide interest in wood pre-treatments as a way of enhancing the durability of clear coatings. This interest initially focused on transition metal compounds, but has now shifted in the direction of organic and inorganic photostabilizers or even more drastic pre-treatments. Pre-treatments that dimensionally stabilize wood, protect it from microbial degradation and photostabilize lignin, when combined with flexible, photostable, coatings provide the next way-stop on the journey towards achieving the goal of durable exterior clear coatings for wood. This paper reviews this journey, drawing upon our research and that of other groups who have focused on this elusive goal.

  13. Occurrence, Distribution, and Accumulation of Pesticides in Exterior Residential Areas.

    Science.gov (United States)

    Jiang, Weiying; Conkle, Jeremy L; Luo, Yuzhou; Li, Juying; Xu, Karen; Gan, Jay

    2016-12-06

    Pesticides are commonly applied around residential homes, but their occurrence on exterior surfaces (e.g., pavement) has not been thoroughly evaluated. We collected 360 dust samples from curbside gutters, sidewalks, and street surfaces at 40 houses in southern California to evaluate pesticide occurrence on urban paved surfaces as well as their spatial and temporal distributions. Pesticides and select degradates were ubiquitously detected in dust, with the median concentration of total target analytes at 85 μg kg(-1). A total of 75% of samples contained at least five pesticides. As a result of recurring pesticide applications, concentrations increased throughout the summer. The pyrethroids bifenthrin and permethrin accounted for 55% of total pesticides detected in the dust. The highest concentrations in dust were found on the sidewalk and in the gutter. Relative to indoor environments, human exposure risk to pesticides on paved surfaces was estimated to be lower, with the highest potential oral and dermal exposure predicted to be 38 ng day(-1) for permethrin. The ubiquitous detection of pesticides on residential outdoor surfaces and the fact that the exterior concentrations did not correlate to the indoor areas highlight the necessity to measure pesticides in both indoor and outdoor areas for complete residential pesticide risk assessment.

  14. Wall Turbulence.

    Science.gov (United States)

    Hanratty, Thomas J.

    1980-01-01

    This paper gives an account of research on the structure of turbulence close to a solid boundary. Included is a method to study the flow close to the wall of a pipe without interferring with it. (Author/JN)

  15. Rotor blade assembly having internal loading features

    Energy Technology Data Exchange (ETDEWEB)

    Soloway, Daniel David

    2017-05-16

    Rotor blade assemblies and wind turbines are provided. A rotor blade assembly includes a rotor blade having exterior surfaces defining a pressure side, a suction side, a leading edge and a trailing edge each extending between a tip and a root, the rotor blade defining a span and a chord, the exterior surfaces defining an interior of the rotor blade. The rotor blade assembly further includes a loading assembly, the loading assembly including a weight disposed within the interior and movable generally along the span of the rotor blade, the weight connected to a rotor blade component such that movement of the weight towards the tip causes application of a force to the rotor blade component by the weight. Centrifugal force due to rotation of the rotor blade biases the weight towards the tip.

  16. Acoustic modeling of a three-dimensional rectangular opened enclosure coupled with a semi-infinite exterior field at the baffled opening.

    Science.gov (United States)

    Jin, Guoyong; Shi, Shuangxia; Liu, Zhigang

    2016-11-01

    A modeling method is proposed for the acoustic analysis of a three-dimensional (3D) rectangular opened enclosure coupled with a semi-infinite exterior field by a rectangular opening of arbitrary size, and with general wall impedance. In contrast to existing modeling methods that solve the differential equations, the energy principle in combination with a 3D modified Fourier cosine series is employed in the present method for the modeling of this system. Under this theoretical framework, the effect of an opening in the wall of a rectangular enclosure is taken into account via the work done by the sound pressure acting on the opening between the finite enclosure and exterior domain. The sound pressure inside the opened enclosure is expressed as the combination of a 3D trigonometric cosine series and one supplementary 2D expansion introduced to ensure uniform convergence of the solution over the entire solution domain including opening boundary. The acoustic responses of the opened enclosure are obtained based on the energy expressions for the enclosure system. The effectiveness and reliability of the current method are checked against the results obtained by the boundary element method and experimental results, and excellent agreement is achieved. The effects of sizes and positions of the opening and wall impedance on the acoustic behaviors of opened enclosure system are investigated.

  17. INFINITE ELEMENT METHOD FOR THE EXTERIOR PROBLEMS OF THE HELMHOLTZ EQUATIONS

    Institute of Scientific and Technical Information of China (English)

    Lung-an Ying

    2000-01-01

    There are two cases of the exterior problems of the Helmholtz equation. If λ > 0 the bilinear form is coercive, and if λ < 0 it is the scattering problem.We give a new approach of the infinite element method, which enables us to solve these exterior problems as well as corner problems. A numerical example of the scattering problem is given.

  18. Dynamic Response Research on Cable Truss Point-supporting Glass Curtain Wall Under Coupling Wind and Rain Loads%风雨荷载耦合作用下索桁架体系点支式玻璃幕墙的动力响应研究

    Institute of Scientific and Technical Information of China (English)

    李宏男; 王奇

    2012-01-01

    The fluctuating wind load was got by using the harmonic wave superposition method to simulate the curve of fluctuating wind and the fluctuating rain load was obtained with the help of M-P rain together with the fluctuating wind velocity. Time history analysis of fluid-structure interaction from cable truss point supporting glass curtain walls was carried out under dynamic wind and rain loads by using ANSYS. The influence of rain load on curtain walls under wind and rain loads was studied. The results show that maximum proportion of rain load on total load increases with wind speed and rain loads. The maximum proportion is 5. 8%, while the proportion at the situation of extremum raining is 12. 4%.%应用谐波叠加法模拟了脉动风速时程曲线,进而得到了脉动风荷载;通过马歇尔-帕尔默指数分布的雨滴谱及脉动风速得到了脉动雨荷载;利用ANSYS对索桁架体系点支式玻璃幕墙进行动力风荷载和雨荷载耦合作用下的时程分析,研究在风雨荷载共同作用下雨荷载对幕墙的影响.结果表明:雨荷载占总荷载最大比重随风速级别和降雨量的增加而增加;且雨荷载占总荷载最大比重为5.8%,极值雨情况下为12.4%.

  19. Asia Central en la política exterior rusa

    Directory of Open Access Journals (Sweden)

    Javier Morales

    2012-01-01

    Full Text Available Las políticas rusas hacia Asia Central han estado condicionadas por la herencia histórica anterior a la disolución de la URSS, pero también por los cambios en el sistema internacional y en la propia Rusia acaecidos desde entonces. ¿En qué medida la actuación de Rusia ha sido coherente y estable, basada en una estrategia para Asia Central fundamentada en los intereses nacionales? En este artículo examinamos los fundamentos de la política exterior rusa en relación con Asia Central, dividiéndola en tres apartados: político, económico y de seguridad.

  20. Dimensión social de la publicidad exterior

    Directory of Open Access Journals (Sweden)

    Lic. Marta Pacheco Rueda

    1998-01-01

    Full Text Available La publicidad exterior moderna nace en España a principios de los años 60, en un período en que desde el gobierno se acomete una serie de iniciativas tendentes a reactivar la economía del país. La incipiente apertura económica no es desaprovechada por grandes firmas internacionales que aumentan sus inversiones e introducen en el mercado español productos con una larga tradición de consumo en los países occidentales industrializados. Se produce el asentamiento definitivo de las agencias multinacionales de publicidad, de procedencia norteamericana sobre todo, que traen consigo técnicas que responden a una filosofía de marketing, término que si en aquel momento resulta un tanto extraño, con el paso de los años se convierte en un vocablo de uso extendido.

  1. Relaciones exteriores de la Unión Europea

    OpenAIRE

    González Fernández, Sara; Ruiz, Pablo

    1998-01-01

    Distintos estudios sobre las relaciones económicas externas de la Unión Europea a través de tres apartados: una Introducción sobre el propio proceso de integración; Análisis sectorial de las políticas coumunes de agricultura, medio ambiente, cooperación para el desarrollo, política exterior y seguridad común y un tercer bloque sobre el Análisis geográfico de las relaciones comerciales con América Latina, Europa Central y Oriental, la política mediterránea y asiática y las relaciones con los p...

  2. Advanced Extended Plate and Beam Wall System in a Cold-Climate House

    Energy Technology Data Exchange (ETDEWEB)

    Mallay, Dave [Home Innovation Research Labs, Upper Marlboro, MD (United States); Wiehagen, Joseph [Home Innovation Research Labs, Upper Marlboro, MD (United States); Kochkin, Vladimir [Home Innovation Research Labs, Upper Marlboro, MD (United States)

    2016-01-29

    This report presents the design and evaluation of an innovative wall system. This highly insulated (high-R) light-frame wall system for use above grade in residential buildings is referred to as Extended Plate & Beam (EP&B). The EP&B design is the first of its kind to be featured in a new construction test house (NCTH) for the DOE Building America program. The EP&B wall design integrates standard building methods and common building products to construct a high-R wall that minimizes transition risks and costs to builders. The EP&B design combines optimized framing with integrated rigid foam sheathing to increase the wall system's R-value and reduce thermal bridging. The foam sheathing is installed between the wall studs and structural wood sheathing. The exterior wood sheathing is attached directly to a framing extension formed by extended top and bottom plates. The exterior wood sheathing can dry to the exterior and provides bracing, a clear drainage plane and flashing surface for window and door openings, and a nailing surface for siding attachment. With support of the DOE Building America program, Home Innovation Research Labs partnered with Lancaster County Career and Technology Center (LCCTC) to build a NCTH in Lancaster, PA to demonstrate the EP&B wall design in a cold climate (IECC climate zone 5A). The results of the study confirmed the benefits of the systems and the viability of its integration into the house construction process.

  3. Building America Case Study: Monitoring of Double Stud Wall Moisture Conditions in the Northeast, Devens, Massachusetts (Fact Sheet)

    Energy Technology Data Exchange (ETDEWEB)

    2015-03-01

    Double-stud walls insulated with cellulose or low-density spray foam can have R-values of 40 or higher. However, double stud walls have a higher risk of interior-sourced condensation moisture damage, when compared with high-R approaches using exterior insulating sheathing. Moisture conditions in double stud walls were monitored in Zone 5A (Massachusetts); three double stud assemblies were compared.

  4. Building America Case Study: Calculating Design Heating Loads for Superinsulated Buildings, Ithaca, New York; Technology Solutions for New and Existing Homes, Energy Efficiency & Renewable Energy (EERE)

    Energy Technology Data Exchange (ETDEWEB)

    None

    2015-08-01

    Designing a superinsulated home has many benefits including improved comfort, reduced exterior noise penetration, lower energy bills, and the ability to withstand power and fuel outages under much more comfortable conditions than a typical home. Extremely low heating and cooling loads equate to much smaller HVAC equipment than conventionally required. Sizing the mechanical system to these much lower loads reduces first costs and the size of the distribution system needed. While these homes aren't necessarily constructed with excessive mass in the form of concrete floors and walls, the amount of insulation and the increase in the thickness of the building envelope can lead to a mass effect, resulting in the structures ability to store much more heat than a code built home. This results in a very low thermal inertia making the building much less sensitive to drastic temperature swings thereby decreasing the peak heating load demand. Alternative methods that take this inertia into account along with solar and internal gains result in smaller more appropriate design loads than those calculated using Manual J version 8. During the winter of 2013/2014, CARB monitored the energy use of three homes in climate zone 6 in an attempt to evaluate the accuracy of two different mechanical system sizing methods for low load homes. Based on the results, it is recommended that internal and solar gains be included and some credit for thermal inertia be used in sizing calculations for superinsulated homes.

  5. Shear wall ultimate drift limits

    Energy Technology Data Exchange (ETDEWEB)

    Duffey, T.A. [Duffy, (T.A.) Tijeras, NM (United States); Goldman, A. [Goldman, (A.), Sandia, Los Alamos, NM (United States); Farrar, C.R. [Los Alamos National Lab., NM (United States)

    1994-04-01

    Drift limits for reinforced-concrete shear walls are investigated by reviewing the open literature for appropriate experimental data. Drift values at ultimate are determined for walls with aspect ratios ranging up to a maximum of 3.53 and undergoing different types of lateral loading (cyclic static, monotonic static, and dynamic). Based on the geometry of actual nuclear power plant structures exclusive of containments and concerns regarding their response during seismic (i.e.,cyclic) loading, data are obtained from pertinent references for which the wall aspect ratio is less than or equal to approximately 1, and for which testing is cyclic in nature (typically displacement controlled). In particular, lateral deflections at ultimate load, and at points in the softening region beyond ultimate for which the load has dropped to 90, 80, 70, 60, and 50 percent of its ultimate value, are obtained and converted to drift information. The statistical nature of the data is also investigated. These data are shown to be lognormally distributed, and an analysis of variance is performed. The use of statistics to estimate Probability of Failure for a shear wall structure is illustrated.

  6. High-R Walls for New Construction Structural Performance: Wind Pressure Testing

    Energy Technology Data Exchange (ETDEWEB)

    DeRenzis, A.; Kochkin, V.

    2013-01-01

    This technical report is focused primarily on laboratory testing that evaluates wind pressure performance characteristics for wall systems constructed with exterior insulating sheathing. This research and test activity will help to facilitate the ongoing use of non-structural sheathing options and provide a more in-depth understanding of how wall system layers perform in response to high wind perturbations normal to the surface.

  7. High-R Walls for New Construction Structural Performance. Wind Pressure Testing

    Energy Technology Data Exchange (ETDEWEB)

    DeRenzis, A. [NAHB Research Center Industry Partnership, Upper Marlboro, MD (United States); Kochkin, V. [NAHB Research Center Industry Partnership, Upper Marlboro, MD (United States)

    2013-01-01

    This technical report is focused primarily on laboratory testing that evaluates wind pressure performance characteristics for wall systems constructed with exterior insulating sheathing. This research and test activity will help to facilitate the ongoing use of non-structural sheathing options and provide a more in-depth understanding of how wall system layers perform in response to high wind perturbations normal to the surface.

  8. Through-Metal-Wall Power Delivery and Data Transmission for Enclosed Sensors: A Review

    OpenAIRE

    2015-01-01

    The aim of this review was to assess the current viable technologies for wireless power delivery and data transmission through metal barriers. Using such technologies sensors enclosed in hermetical metal containers can be powered and communicate through exterior power sources without penetration of the metal wall for wire feed-throughs. In this review, we first discuss the significant and essential requirements for through-metal-wall power delivery and data transmission and then we: (1) descr...

  9. Full-scale fire resistance tests on load-bearing C-shape cold-formed steel wall systems%C形冷弯薄壁型钢承重组合墙体足尺耐火试验研究

    Institute of Scientific and Technical Information of China (English)

    叶继红; 陈伟; 尹亮

    2013-01-01

    Fire performance of Cold-Formed Steel (CFS) load-bearing walls is the key problem encountered when popularizing and applying multi-storey CFS structures in China.This paper presents a detailed experimental investigation on ten full-scale load-bearing walls with C-shape CFS frame to efficiently improve their fire performance.The influences of the type of wall panels,insulation and load levels were also investigated.The results show that:① The disadvantage of calcium silicate board is its bursting feature at high temperatures,oriented strand boards (OSB) may burn in the fire resistance tests of CFS walls,bolivian magnesium board and autoclaved lightweight concrete (ALC) board,however,exhibit excellent fire performance ; ② When non-cavity insulated CFS walls with bolivian magnesium boards as base layer and gypsum plasterboards as face layer are exposed to a fire,different load levels may result in completely different failure modes and affect the fire resistance time of CFS walls; ③ By using aluminum silicate wool as external insulation in which the aluminum silicate wool was located outside the CFS frame and sandwiched between two layers of boards on the fire side,a noticeable reduction of heat transfer to the surface of steel stud and a considerable improvement of fire performance of CFS walls can be achieved.For the present specimens of CFS wall with aluminum silicate wool as external insulation on the fire side,the maximum fire resistance time was 165 minutes when the load ratio was 0.65,satisfying the fire resistance requirement of 120 minutes for load-bearing walls of multi-story structures in China.%冷弯薄壁型钢承重组合墙体抗火研究是多层冷弯薄壁型钢结构在我国推广应用的关键问题.文章共设计完成了十片C形冷弯薄壁型钢承重墙体足尺耐火试验,旨在经济高效地提高此类墙体耐火性能.试验同时考察了墙板类型、填充层情况、荷载水平等因素对墙体耐火性能的影响.

  10. Wall Art

    Science.gov (United States)

    McGinley, Connie Q.

    2004-01-01

    The author of this article, an art teacher at Monarch High School in Louisville, Colorado, describes how her experience teaching in a new school presented an exciting visual challenge for an art teacher--monotonous brick walls just waiting for decoration. This school experienced only minimal instances of graffiti, but as an art teacher, she did…

  11. Reliability Analysis of Existing Vertical Wall Breakwaters

    DEFF Research Database (Denmark)

    Burcharth, H. F.; Sørensen, John Dalsgaard

    1998-01-01

    Vertical wall breakwaters are used under quite different conditions where failure of the breakwater or a part of it will have very different consequences. Further a number of existing vertical wall breakwaters have been subjected to significant wave loads which have caused partial failures...

  12. Experimental investigations on dry stone masonry walls

    OpenAIRE

    2006-01-01

    Brick unreinforced masonry walls have been widely studied both from experimental and numerical point of view, but scarce experimental information is available for dry stone masonry walls that constitute the material more frequently used in the construction of ancient historical constructions. Therefore, the present work aims at increasing the insight about the behavior of typical ancient masonry walls under cyclic loading. To attain such goal, different experimental approaches are consi...

  13. 开口冷弯厚壁型钢轴压构件抗震性能研究%Research on the seismic behaviors of opening cold-formed thick-walled steel under the axial cyclic loading

    Institute of Scientific and Technical Information of China (English)

    付小超; 李元齐; 沈祖炎

    2016-01-01

    为研究开口冷弯厚壁型钢构件在轴向滞回荷载作用下的抗震性能,首先选取了3根壁厚t>6 mm的冷弯内卷边槽钢进行轴向滞回试验,然后建立相关的ANSYS有限元模型进行模拟计算,在与试验结果对比的基础上,选取了不同的腹板宽厚比(h/t=25~90)、绕弱轴长细比(λy=30~90)的构件进行参数化分析计算.研究结果表明:宽厚比、长细比是影响冷弯型钢抗震性能的两个主要因素,宽厚比(h/t)越大抗震性能越差,长细比(λy)越大抗震性能同样也越差,设计时应尽量避免选择长细比和宽厚比均较大的构件.%In order to investigate the hysteretic behaviors of opening cold-formed thick-walled steel members under the axial cyclic loading, three cold-formed steel columns were tested. On the basis of compared with the test results, a finite element method ( FEM) in ANSYS was established. The in-fluence of width-thickness ratio ( h/t) rang from 25 to 90 for web and slenderness ratio about the weak axis y (λy ) rang from 30 to 90 of such members were investigated by FEM. Analysis results in-dicated that the width-thickness ratio and the slenderness ratio about the weak axis y are the most important factors to affect the hysteretic behaviors. So, the cold-formed steels which with great width-thickness ratio ( h/t) and great slenderness ratio (λy ) should be avoided in designing, because they will lead to poor seismic performance.

  14. The role of exterior Weyl fluids on compact stellar structures in Randall-Sundrum gravity

    CERN Document Server

    Ovalle, J; Pasqua, A; Sotomayor, A

    2013-01-01

    In the context of the Randall-Sundrum braneworld, the minimal geometric deformation approach (MGD) is used to generate a new physically acceptable interior solution to Einstein's field equations for a spherically symmetric compact distribution. This new solution is used to elucidate the role of exterior Weyl stresses from bulk gravitons on compact stellar distributions. We found strong evidences showing that the exterior dark radiation ${\\cal U}^+$ always increases both the pressure and the compactness of stellar structures, and that the exterior "dark pressure" ${\\cal P}^+$ always reduces them.

  15. The role of exterior Weyl fluids on compact stellar structures in Randall-Sundrum gravity

    Science.gov (United States)

    Ovalle, J.; Linares, F.; Pasqua, A.; Sotomayor, A.

    2013-09-01

    In the context of the Randall-Sundrum braneworld, the minimal geometric deformation approach is used to generate a new physically acceptable interior solution to Einstein’s field equations for a spherically symmetric compact distribution. This new solution is used to elucidate the role of exterior Weyl stresses from bulk gravitons on compact stellar distributions. We found strong evidences showing that the exterior dark radiation U^+ always increases both the pressure and the compactness of stellar structures, and that the exterior ‘dark pressure’ P^+ always reduces them.

  16. CLIMBING WALL

    CERN Multimedia

    1999-01-01

    The FIRE AND RESCUE Group of TIS Commission informs that the climbing wall in the yard of the Fire-fighters Station, is intended for the sole use of the members of that service, and recalls that access to this installation is forbidden for safety reasons to all persons not belonging to the Service.CERN accepts no liability for damage or injury suffered as a result of failure to comply with this interdiction.TIS/DI

  17. Exterior Orientation Estimation of Oblique Aerial Imagery Using Vanishing Points

    Science.gov (United States)

    Verykokou, Styliani; Ioannidis, Charalabos

    2016-06-01

    In this paper, a methodology for the calculation of rough exterior orientation (EO) parameters of multiple large-scale overlapping oblique aerial images, in the case that GPS/INS information is not available (e.g., for old datasets), is presented. It consists of five main steps; (a) the determination of the overlapping image pairs and the single image in which four ground control points have to be measured; (b) the computation of the transformation parameters from every image to the coordinate reference system; (c) the rough estimation of the camera interior orientation parameters; (d) the estimation of the true horizon line and the nadir point of each image; (e) the calculation of the rough EO parameters of each image. A developed software suite implementing the proposed methodology is tested using a set of UAV multi-perspective oblique aerial images. Several tests are performed for the assessment of the errors and show that the estimated EO parameters can be used either as initial approximations for a bundle adjustment procedure or as rough georeferencing information for several applications, like 3D modelling, even by non-photogrammetrists, because of the minimal user intervention needed. Finally, comparisons with a commercial software are made, in terms of automation and correctness of the computed EO parameters.

  18. El enlucido exterior de yeso en las rehabilitaciones de las fachadas de París

    Directory of Open Access Journals (Sweden)

    Raymond Pigache, M.

    1986-07-01

    Full Text Available The use, the manufacture, the putting into excution of gypsum plaster on old Paris façades -a marely manual technique- are specified since long ago. A number of gypsum plaster carried out under Louis the 14th reign, have still a good behaviour in spite of, as it is well known, gypsum in the outside is very sensible to dissolution. This study allows to clarify four fundamental parameters, and its conclusions make it possible to carry out rehabilitations both in prestigeous and in humble buildings: - The use of a mortar which components will be similar to those old materials; - A merely handwork. - An established proportion with a view to protect the gypsum plasters, cornices, moldings, etc. from drainage waters. - Bearing walls with higher mechanical characteristics than those of platers.La utilización, fabricación y puesto en obra de morteros de yeso, sobre las fachadas antiguas en el viejo París -técnica puramente manual-, están precisadas desde hace mucho tiempo. Numerosos enlucidos de mortero de yeso, realizados bajo el reinado de Luis XIV, presentan todavía un excelente comportamiento a pesar de que, como es sabido, el yeso en exteriores es muy sensible a disolverse. Este estudio ha permitido aclarar cuatro parámetros fundamentales y, sobre todo, sus conclusiones han permitido la realización de numerosas rehabilitaciones, tanto en inmuebles de prestigio como en edificaciones modestas: - El empleo de un mortero cuyos componentes sean más cercanos a los materiales antiguos. - Una aplicación puramente manual. - Una proporción establecida a fin de proteger de las aguas de desagüe los enlucidos de mortero de yeso, las cornisas, molduras y etc. - Muros portantes con las características mecánicas más elevadas que las de los enlucidos.

  19. Evaluation of Two CEDA Weatherization Pilot Implementations of an Exterior Insulation and Over-Clad Retrofit Strategy for Residential Masonry Buildings in Chicago

    Energy Technology Data Exchange (ETDEWEB)

    Neuhauser, Ken [Building Science Corporation, Somerville, MA (United States)

    2013-08-01

    This project examines the implementation of an exterior insulation and over-clad strategy for brick masonry buildings in Chicago—a free-standing two story two-family dwelling and a larger free-standing multifamily building. The test homes selected for this research represent predominant housing types for the Chicago area, in which high heating energy use typical in these buildings threaten housing affordability, and uninsulated mass masonry wall assemblies are uncomfortable for residents. In this project, the Community and Economic Development Association of Cook County, Inc. (CEDA) has secured a Sustainable Energy Resources for Consumers (SERC) innovation grant sponsored by DOE to pursue a pilot implementation of innovative approaches to retrofit in masonry wall enclosures. The retrofit measures are evaluated in terms of feasibility, cost and performance. Through observations of the strategies implemented, the research described in this report identifies measures critical to performance as well as conditions for wider adoption. The research also identifies common factors that must be considered in determining whether the exterior insulation and over-clad strategy is appropriate for the building.

  20. La política exterior de Sudáfrica post Apartheid

    OpenAIRE

    2004-01-01

    El embajador de Sudáfrica en Argentina realiza aquí un seguimiento de cuestiones centrales en el diseño de la política exterior de su país en los últimos 10 años. Para ello aborda 4 ejes centrales: el significado del año 2004 para Sudáfrica; los fundamentos de su política exterior, la política de relaciones exteriores de Sudáfrica dentro del sistema mundial y la dirección de la política de relaciones exteriores durante la primera década de democracia en el país. Los posicionamientos, sus razo...

  1. CONTINUOUS DEPENDENCE ON VELOCITY FOR THE BACKWARD DYNAMO EQUATION ON AN EXTERIOR DOMAIN

    Institute of Scientific and Technical Information of China (English)

    2011-01-01

    In this paper we study solutions to a forward Dynamo equation depending continuously on the velocity on an exterior domain,using Logarithmic Convexity Methods.We obtain some more weaker conditions by introducing the unbounded domain.

  2. Brane-world stars with a solid crust and vacuum exterior

    Science.gov (United States)

    Ovalle, Jorge; Gergely, László Á.; Casadio, Roberto

    2015-02-01

    The minimal geometric deformation approach is employed to show the existence of brane-world stellar distributions with a vacuum Schwarzschild exterior, thus without energy leaking from the exterior of the brane-world star into the extra dimension. The interior satisfies all the elementary criteria of physical acceptability for a stellar solution, namely, it is regular at the origin, the pressure and density are positive and decrease monotonically with increasing radius, and all energy conditions are fulfilled. A very thin solid crust with negative radial pressure separates the interior from the exterior, having a thickness Δ inversely proportional to both the brane tension σ and the radius R of the star, i.e. {{Δ }-1}˜ Rσ . This brane-world star with Schwarzschild exterior would appear only thermally radiating to a distant observer and be fully compatible with the stringent constraints imposed on stellar parameters by observations of gravitational lensing, orbital evolutions or properties of accretion disks.

  3. 薄壁方钢管-砂卵石组合短柱轴压力学性能研究%Study of the Mechanical Properties of Thin-Walled Square Steel Tube Sandy Pebble Composite Short Columns to Axial Loads

    Institute of Scientific and Technical Information of China (English)

    邓勇军; 姚勇; 刘欢; 陈代果; 徐刚

    2014-01-01

    保持砂卵石压实系数在大于87.7%的范围,对两组6根薄壁方钢管-砂卵石短柱的轴压静力性能进行了试验研究,分析了试件的破坏形态、极限承载力、轴向荷载-位移曲线以及轴向荷载-应变曲线等数据。试验结果表明:(1)薄壁方钢管-砂卵石短柱的破坏模式均为局部失稳破坏,且破坏后砂卵石随钢管变形而变形;(2)薄壁方钢管-砂卵石短柱轴向荷载-位移曲线根据钢管与砂卵石分担荷载情况大致可以分为钢管主要受力阶段、砂卵石压实阶段、砂卵石主要受力阶段、破坏阶段4个阶段;(3)增加壁厚能增强薄壁钢管与砂卵石的相互作用。%Under keeping the compaction factor of sandy pebble is greater than the suggestion of the range of 87 .7%, take static experimental study on the axis pressure mechanical property of two groups of six sandy -pebble-filled thin-walled square steel tubular short columns .The failure characteristics , the ultimate bearing capacity , the load-strain curves and the load -compression displacement curves of dif-ferent test specimens were comparatively analyzed .The experimental results indicate that ( 1 ) thin -walled square steel tube -sandy pebble short column failure mode are local buckling failure , the de-struction of the sand and gravel with deformed steel deformation ;(2) Thin-walled square steel tube -sandy pebble short column axial load -displacement curve according to the steel tube and sandy pebble all share the load situation can be divided into four stages: main stress on steel stage , compaction on sandy pebble stage , main stress on sandy pebble stage , failure stage;( 3 ) Increasing the wall thickness can significantly enhance the interaction of thin -walled steel pipe with sandy pebble .

  4. Comparison of load parameters for stored materials

    DEFF Research Database (Denmark)

    Munch-Andersen, J.; Nielsen, J.

    1997-01-01

    that the wall friction measured in a silo might be significantly larger than the value obtained from shear tests. The load parameters depend on the load level, perhaps in a way not reflected by the internal friction angle. It is not necessarily on the safe side to determine the parameters for a high load level....

  5. Response of Rubble Foundation to Dynamic Loading

    DEFF Research Database (Denmark)

    Burcharth, H. F.; Ibsen, Lars Bo

    1993-01-01

    The soil beneath vertical monolithic structures is subjected to a combination of static load due to the submerged weight of the structure and stochastic non-stationary loads as a result of the wave loads on the vertical wall. The stress conditions in the soil below a foundation exposed to both st...

  6. Response of Rubble Foundation to Dynamic Loading

    DEFF Research Database (Denmark)

    Burcharth, H. F.; Ibsen, Lars Bo

    1994-01-01

    The soil beneath vertical monolithic structures is subjected to a combination of static load due to the submerged weight of the structure and stochastic non-stationary loads as a result of the wave loads on the vertical wall. The stress conditions in the soil below a foundation exposed to both st...

  7. Elementos para una perspectiva crítica de la política exterior mexicana

    OpenAIRE

    Luis Miguel Valdivia Santa María

    2001-01-01

    Este trabajo nace de la inquietud por esclarecer la pregunta: ¿existe una teoría de la política exterior de México? ¿Cuáles son sus elementos constitutivos? ¿Qué capacidad explicativa y prospectiva, del fenómeno, tiene para servir de guía de acción y perfeccionamiento de la política exterior de México?

  8. Elementos para una perspectiva crítica de la política exterior mexicana

    Directory of Open Access Journals (Sweden)

    Luis Miguel Valdivia Santa María

    2001-01-01

    Full Text Available Este trabajo nace de la inquietud por esclarecer la pregunta: ¿existe una teoría de la política exterior de México? ¿Cuáles son sus elementos constitutivos? ¿Qué capacidad explicativa y prospectiva, del fenómeno, tiene para servir de guía de acción y perfeccionamiento de la política exterior de México?

  9. Research on low-cyclic load test of large shear span ratio composite shear wall with GHB heat preservation formwork%高剪跨比玻化微珠保温墙模复合剪力墙低周往复荷载试验研究

    Institute of Scientific and Technical Information of China (English)

    李珠; 张婷; 刘元珍

    2013-01-01

    A low-cyclic load test was carried out on large shear span ratio composite shear wall structures with heat preservation formwork by glazed hollow bead (GHB) , which is a kind of new insulation structure system. The test was conducted to compare the performance of composite shear wall and ordinary solid concrete shear wall in terms of bearing capacity, stiffness and ductility. Results show that compared with ordinary solid concrete shear wall, the stiffness of composite shear wall reduces significantly while the bearing capacity reduces about 7%. Composite shear wall is characterized by higher safety reserve and significantly better ductility, which indicates this composite shear wall has greater performance in seismic design. The test results also demonstrate that the formwork of composite shear wall works together with internal concrete as a whole. Study results can be applied in design and performance evaluation of composite shear wall structure with heat preservation formwork.%对保温结构新体系——玻化微珠保温墙模复合剪力墙体系中的高剪跨比剪力墙进行低周往复荷载试验研究.通过对比试验的方法,研究了保温墙模复合剪力墙与普通实体剪力墙在承载力、刚度、延性等方面的性能.试验结果表明:复合剪力墙的承载力较普通剪力墙的仅降低约7%,而刚度却明显减小,既使结构有较高的安全储备,又使延性得到明显改善,该体系在结构抗震方面能发挥较大潜力;墙模与内部混凝土的粘结能力强,共同工作性能良好.研究成果可以作为保温墙模复合剪力墙工作性能评价与工程设计的理论依据.

  10. Building America Case Study: Advanced Extended Plate and Beam Wall System in a Cold-Climate House, Mount Joy, Pennsylvania

    Energy Technology Data Exchange (ETDEWEB)

    2016-01-01

    This report presents the design and evaluation of a innovative wall system. This highly insulated (high-R) light-frame wall system for use above grade in residential buildings is referred to as Extended Plate & Beam (EP&B). The EP&B design is the first of its kind to be featured in a new construction test house (NCTH) for the DOE Building America program. The EP&B wall design integrates standard building methods and common building products to construct a high-R wall that minimizes transition risks and costs to builders. The EP&B design combines optimized framing with integrated rigid foam sheathing to increase the wall system's R-value and reduce thermal bridging. The foam sheathing is installed between the wall studs and structural wood sheathing. The exterior wood sheathing is attached directly to a framing extension formed by extended top and bottom plates. The exterior wood sheathing can dry to the exterior and provides bracing, a clear drainage plane and flashing surface for window and door openings, and a nailing surface for siding attachment. With support of the DOE Building America program, Home Innovation Research Labs partnered with Lancaster County Career and Technology Center (LCCTC) to build a NCTH in Lancaster, PA to demonstrate the EP&B wall design in a cold climate (IECC climate zone 5A). The results of the study confirmed the benefits of the systems and the viability of its integration into the house construction process.

  11. Moisture Performance of Energy-Efficient and Conventional Wood-Frame Wall Assemblies in a Mixed-Humid Climate

    Directory of Open Access Journals (Sweden)

    Samuel V. Glass

    2015-07-01

    Full Text Available Long-term moisture performance is a critical consideration for design and construction of building envelopes in energy-efficient buildings, yet field measurements of moisture characteristics for highly insulated wood-frame walls in mixed-humid climates are lacking. Temperature, relative humidity, and moisture content of wood framing and oriented strand board (OSB structural panel sheathing were measured over a period from mid-November 2011 through March 2013 in both north- and south-facing orientations in test structures near Washington, DC, USA. Wall configurations varied in exterior cladding, water-resistive barrier, level of cavity insulation, presence of exterior continuous insulation, and interior vapor retarder. The combination of high interior humidity and high vapor permeance of painted gypsum board led to significant moisture accumulation in OSB sheathing during winter in walls without a vapor retarder. In contrast, wintertime moisture accumulation was not significant with an interior kraft vapor retarder. Extruded polystyrene exterior insulation had a predictable effect on wall cavity temperature but a marginal impact on OSB moisture content in walls with vinyl siding and interior kraft vapor retarder. Hygrothermal simulations approximately captured the timing of seasonal changes in OSB moisture content, differences between north- and south-facing walls, and differences between walls with and without an interior kraft vapor retarder.

  12. Metamaterial Loadings for Waveguide Miniaturization

    CERN Document Server

    Odabasi, H

    2013-01-01

    We show that a rectangular metallic waveguide loaded with metamaterial elements consisting of electric-field coupled (ELC) resonators placed at the side walls can operate well below the cutoff frequency of the respective unloaded waveguide. The dispersion diagrams indicate that propagating modes in ELC-loaded waveguides are of forward-type for both TE and TM modes. We also study the dispersion diagram and transmission characteristics of rectangular metallic waveguides simultaneously loaded with ELCs and split ring resonators (SRRs). Such doubly-loaded waveguides can support both forward wave and backward waves, and provide independent control of the propagation characteristics for the respective modes.

  13. Modelling Australian Red Brick and Bluestone Walls in VAPO

    Science.gov (United States)

    2013-01-01

    span. Note that internal masonry walls are also often load bearing for this UNCLASSIFIED 9 UNCLASSIFIED DSTO-TN-1155 type of floor/ ceiling slab ...compressive strength of a short column of masonry material that is mortared together in a manner representative of the wall construction. The bulk...beneath the load bearing wall on the level below. For a slab consisting of a wood deck on wood joists or concrete deck on open web steel joists, the

  14. Seismic displacement of gravity retaining walls

    Directory of Open Access Journals (Sweden)

    Kamal Mohamed Hafez Ismail Ibrahim

    2015-08-01

    Full Text Available Seismic displacement of gravity walls had been studied using conventional static methods for controlled displacement design. In this study plain strain numerical analysis is performed using Plaxis dynamic program where prescribed displacement is applied at the bottom boundary of the soil to simulate the applied seismic load. Constrained absorbent side boundaries are introduced to prevent any wave reflection. The studied soil is chosen dense granular sand and modeled as elasto-plastic material according to Mohr–Column criteria while the gravity wall is assumed elastic. By comparing the resulted seismic wall displacements calculated by numerical analysis for six historical ground motions with that calculated by the pseudo-static method, it is found that numerical seismic displacements are either equal to or greater than corresponding pseudo-static values. Permissible seismic wall displacement calculated by AASHTO can be used for empirical estimation of seismic displacement. It is also found that seismic wall displacement is directly proportional with the positive angle of inclination of the back surface of the wall, soil flexibility and with the earthquake maximum ground acceleration. Seismic wall sliding is dominant and rotation is negligible for rigid walls when the ratio between the wall height and the foundation width is less than 1.4, while for greater ratios the wall becomes more flexible and rotation (rocking increases till the ratio reaches 1.8 where overturning is susceptible to take place. Cumulative seismic wall rotation increases with dynamic time and tends to be constant at the end of earthquake.

  15. Load Measurements

    DEFF Research Database (Denmark)

    Kock, Carsten Weber; Vesth, Allan

    The report describes Load measurements carried out on a given wind turbine. The aim of the measurement program regarding the loads on the turbine is to verify the basic characteristics of the wind turbine and loads on the blades, the rotor and the tower, using [Ref 1], [Ref2] and [Ref 3]. Regarding...... the fatigue loads, the rotor, blades and tower moments are presented. The fatigue loads are evaluated using rainflow counting described in detail in Ref. [1]. The 1Hz equivalent load ranges are calculated at different wind speeds. All information regarding the instrumentation is collected in [ref 4] and [ref...

  16. Modelo no lineal en elementos finitos para muros livianos con entramados de acero sujetos a carga lateral/A nonlinear finite element model of lightweight walls with cold formed steel members under lateral load

    National Research Council Canada - National Science Library

    Carlos Andrés M Gaviria; Aydée Patricia Z Guerrero; Peter R Thomson

    2013-01-01

    ... of the connections between elements. This model was updated for different coating materials using experimental results of lateral loads test conduced on full-scale prototypes for five different coating configurations...

  17. Comparison of critical circumferential through-wall-crack-lengths in welds between pieces of straight pipes to welds between straigth pipes and bends with and without internal pressure at force- and displacement-controlled bending load; Vergleich kritischer Umfangsdurchrisslaengen in Schweissnaehten zwischen Geradrohrstuecken mit Schweissnaehten an Rohrbogen-Geradrohrverbindungen mit und ohne Innendruck bei kraft- und wegkontrollierter Biegebelastung

    Energy Technology Data Exchange (ETDEWEB)

    Steinbuch, R. [Fachhochschule fuer Technik und Wirtschaft Reutlingen (Germany). Fachbereich Maschinenbau

    1998-11-01

    Methods for calculation of critical, circumferential through-wall crack lengths in pipes have been developed and verified by several research projects. In applications during the last few years it has been found that the force or displacement-controlled loads have to be considered separately, and this approach was integrated into the recent methods. Methods so far assumed cracks to be located in welds joining straight pipes. But this approach starts from an incomplete picture of reality, as with today`s technology, circumferential welds are less frequent in straight pipes and much more frequent in pipework of other geometry, as for instance in welds joining straight pipes and bends, or bends with longer legs, nozzles, or T-pieces. The non-linear FEM parameter study presented in the paper, covering cases with internal pressure of pipes and one-dimensional bending loads, is based on current geometries of pipework in the primary and secondary loops of industrial plants and compares the conditions induced by circumferential through-wall cracks in welds joining only straight pipes and in those joining bended and straight pipes. At the relevant, displacement-controlled bending loads due to hampered thermal expansion of the pipe system, the critical through-wall cracks lengths occurring in pipe-to-bend welds are of about the same size and importance as those in pipe-to-pipe welds. As for the case of force-controlled loads, the technical codes calculate more serious effects and require lower bending load limits. Within the range of admissible loads given in the codes, the critical through-wall crack lengths occurring in pipe-to-bend welds are similar in size to those in straight pipe welds. It is therefore a conservative or realistic approach to apply the values determined for critical through-wall crack lengths in pipe-to-pipe joints also to pipe-to-bend welds. (orig./CB) [Deutsch] Verfahren zur Berechnung kritischer Umfangdurchrisslaengen in Rohrleitungen wurden in

  18. Optimal reservoir conditions for fluid extraction through permeable walls in the viscous limit

    CERN Document Server

    Herschlag, Gregory; Layton, Anita T

    2015-01-01

    In biological transport mechanisms such as insect respiration and renal filtration, fluid travels along a leaky channel allowing exchange with systems exterior the the channel. The channels in these systems may undergo peristaltic pumping which is thought to enhance the material exchange. To date, little analytic work has been done to study the effect of pumping on material extraction across the channel walls. In this paper, we examine a fluid extraction model in which fluid flowing through a leaky channel is exchanged with fluid in a reservoir. The channel walls are allowed to contract and expand uniformly, simulating a pumping mechanism. In order to efficiently determine solutions of the model, we derive a formal power series solution for the Stokes equations in a finite channel with uniformly contracting/expanding permeable walls. This flow has been well studied in the case of weakly permeable channel walls in which the normal velocity at the channel walls is proportional to the wall velocity. In contrast ...

  19. Falling walls

    CERN Multimedia

    It was 20 years ago this week that the Berlin wall was opened for the first time since its construction began in 1961. Although the signs of a thaw had been in the air for some time, few predicted the speed of the change that would ensue. As members of the scientific community, we can take a moment to reflect on the role our field played in bringing East and West together. CERN’s collaboration with the East, primarily through links with the Joint Institute for Nuclear Research, JINR, in Dubna, Russia, is well documented. Less well known, however, is the role CERN played in bringing the scientists of East and West Germany together. As the Iron curtain was going up, particle physicists on both sides were already creating the conditions that would allow it to be torn down. Cold war historian Thomas Stange tells the story in his 2002 CERN Courier article. It was my privilege to be in Berlin on Monday, the anniversary of the wall’s opening, to take part in a conference entitled &lsquo...

  20. Reworking on affine exterior algebra of Grassmann, Peano and his school

    CERN Document Server

    Greco, Gabriele H

    2010-01-01

    In this paper a construction of affine exterior algebra of Grassmann, with a special attention to the revisitation of this subject operated by Peano and his School, is examined from a historical viewpoint. Even if the exterior algebra over a vector space is a well known concept, the construction of an exterior algebra over an affine space, in which points and vectors coexist, has been neglected. This paper wants to fill this lack. Some attention is given to the introduction of defining by abstraction (today called definition by quotienting or by equivalence relation), a procedure due to and used by Peano to define geometric forms, basic elements of an affine exterior algebra. This Peano's innovative way of defining, is a relevant contribution to mathematics. It is observed that in the construction of an affine exterior algebra on the Euclidean three-dimensional space, Grassmann and Peano make use of metric concepts: an accurate analysis shows that, in some cases, the metric aspects can be eliminated, putting ...

  1. Load Measurements

    DEFF Research Database (Denmark)

    Vesth, Allan; Kock, Carsten Weber

    The report describes Load measurements carried out on a given wind turbine. The aim of the measurement program regarding the loads on the turbine is to verify the basic characteristics of the wind turbine and loads on the blades, the rotor and the tower, using [Ref 1], [Ref2] and [Ref 3]. Regardi...

  2. Load Measurements

    DEFF Research Database (Denmark)

    Kock, Carsten Weber; Vesth, Allan

    The report describes Load measurements carried out on a given wind turbine. The aim of the measurement program regarding the loads on the turbine is to verify the basic characteristics of the wind turbine and loads on the blades, the rotor and the tower, using [Ref 1], [Ref2] and [Ref 3]. Regarding...

  3. Evaluating rammed earth walls: a case study

    Energy Technology Data Exchange (ETDEWEB)

    Taylor, P. [Deakin University, Geelong (Australia). Built Environment Research Group; La Trobe University, Wodonga (Australia); Luther, M.B. [Deakin University, Geelong (Australia). Built Environment Research Group

    2004-03-01

    The following research has been undertaken as a response to the recent controversy regarding the suitability of rammed earth wall construction as an effective building envelope in regard to its thermal performance. The R-value for rammed earth walls is low hence they might be expected to conduct heat into a building during summer. However the large mass of these walls and the associated thermal lag in heat transfer from outside to inside may result in the walls performing satisfactorily in a building which is only occupied during working hours. Internal rammed earth walls may act as moderators of large diurnal temperature swings helping to produce an even comfortable temperature within a building. Empirical (in situ) measurements of temperature and heat flux were taken on the walls of an existing rammed earth office building in New South Wales, Australia during the summer. An analysis was performed which established a methodology to measure the heat flow associated with the walls, floor, ceiling, windows and infiltration for one office during occupied hours and the net energy transferred between the office and these elements was established. During this time the earth walls performed well. External walls were found to transmit comparatively little heat to the office and the internal walls absorbed heat during this time. Diffuse sky radiation transmitted by the window and infiltration are both likely to be important factors in the summer heat load. (author)

  4. The use of polyurethane foam to provide a watertight concrete masonry wall and a sealed connection of the wall to the foundation

    Energy Technology Data Exchange (ETDEWEB)

    Janopaul, P. Jr.

    1999-07-01

    This paper outlines a construction procedure used to insure a watertight masonry wall and a sealed connection, of this same wall, to the foundation. This procedure was discovered as the byproduct of using an insulted dual cavity concrete masonry unit that is foamed in the field. This insulated concrete masonry system has been developed in the past 12 years, and has been utilized in almost 100 buildings (in Arizona, California, Nevada, Oregon, and Utah) with climates that range from hot desert to Sierra Nevada snow country to the Pacific Northwest rainfall. The critical elements in perfecting this procedure are the detailing of the base of the wall, with a continuous exterior first course foam side cleanout, then following this detailing in the field construction of the wall, and properly foaming the constructed wall with polyurethane foam. The polyurethane foam must be poured into the foam cavity after the face shells have been replace at the first course cleanout.

  5. Technology Solutions Case Study: Monitoring of Double Stud Wall Moisture Conditions in the Northeast, Devens, Massachusetts

    Energy Technology Data Exchange (ETDEWEB)

    None

    2015-03-01

    Double stud walls have a higher risk of interior-sourced condensation moisture damage when compared with high-R approaches using exterior insulating sheathing. In this project, Building Science Corporation monitored moisture conditions in double-stud walls from 2011 through 2014 at a new production house located in Devens, Massachusetts. The builder, Transformations, Inc., has been using double-stud walls insulated with 12 in. of open cell polyurethane spray foam (ocSPF); however, the company has been considering a change to netted and blown cellulose insulation for cost reasons. Cellulose is a common choice for double-stud walls because of its lower cost (in most markets). However, cellulose is an air-permeable insulation, unlike spray foams, which increases interior moisture risks. The team compared three double-stud assemblies: 12 in. of ocSPF, 12 in. of cellulose, and 5-½ in. of ocSPF at the exterior of a double-stud wall (to approximate conventional 2 × 6 wall construction and insulation levels, acting as a control wall). These assemblies were repeated on the north and south orientations, for a total of six assemblies.

  6. Design Aspect of including Infill Wall in RC Frame Design*

    Directory of Open Access Journals (Sweden)

    Sukrawa, M.

    2014-01-01

    Full Text Available This study compares analysis and design of a four story reinforced concrete (RC frame structure with infill wall at upper levels and open at basement level. For the analysis, the RC frame are modeled as open frame (MOF and infilled-frames using six compression only cross diagonal strut (MIF-Strut, and infilled frame using shell elements (MIF-Shell. Another model, MIF-Full, is created by adding walls at basement level of the MIF-Strut to study the effect of wall discontinuity. All three dimensional models are loaded with gravity load and quake load appropriate for South Bali region. Results show that the infilled-frame models are 4.8 times stiffer than MOF in the wall direction. Perpendicular to the wall, however, the stiffness increase is 29%. Soft storey mechanism exists in the absence of wall at basement level, regardless of reasonable column dimensions.

  7. Discrete exterior calculus discretization of Incompressible Navier-Stokes equations on simplicial meshes

    CERN Document Server

    Mohamed, Mamdouh S; Samtaney, Ravi

    2015-01-01

    A conservative discretization of incompressible Navier-Stokes equations on simplicial meshes is developed based on discrete exterior calculus (DEC). A distinguishing feature of our method is the use of an algebraic discretization of the contraction operator and a combinatorial discretization of the wedge product. The governing equations are first rewritten using the exterior calculus notation, replacing vector calculus differential operators by the exterior derivative, Hodge star and wedge product operators. The discretization is then carried out by substituting with the corresponding discrete operators based on the DEC framework. Numerical experiments reveal a second order accuracy for the developed scheme when using structured-triangular meshes, and first order accuracy for otherwise unstructured meshes. By construction, the method is conservative in that both mass and vorticity are conserved up to machine precision. The relative error in kinetic energy for inviscid flow test cases converges in a second ord...

  8. Discrete exterior calculus discretization of incompressible Navier–Stokes equations over surface simplicial meshes

    KAUST Repository

    Mohamed, Mamdouh S.

    2016-02-11

    A conservative discretization of incompressible Navier–Stokes equations is developed based on discrete exterior calculus (DEC). A distinguishing feature of our method is the use of an algebraic discretization of the interior product operator and a combinatorial discretization of the wedge product. The governing equations are first rewritten using the exterior calculus notation, replacing vector calculus differential operators by the exterior derivative, Hodge star and wedge product operators. The discretization is then carried out by substituting with the corresponding discrete operators based on the DEC framework. Numerical experiments for flows over surfaces reveal a second order accuracy for the developed scheme when using structured-triangular meshes, and first order accuracy for otherwise unstructured meshes. By construction, the method is conservative in that both mass and vorticity are conserved up to machine precision. The relative error in kinetic energy for inviscid flow test cases converges in a second order fashion with both the mesh size and the time step.

  9. Wall to Wall Optimal Transport

    CERN Document Server

    Hassanzadeh, Pedram; Doering, Charles R

    2013-01-01

    The calculus of variations is employed to find steady divergence-free velocity fields that maximize transport of a tracer between two parallel walls held at fixed concentration for one of two constraints on flow strength: a fixed value of the kinetic energy or a fixed value of the enstrophy. The optimizing flows consist of an array of (convection) cells of a particular aspect ratio Gamma. We solve the nonlinear Euler-Lagrange equations analytically for weak flows and numerically (and via matched asymptotic analysis in the fixed energy case) for strong flows. We report the results in terms of the Nusselt number Nu, a dimensionless measure of the tracer transport, as a function of the Peclet number Pe, a dimensionless measure of the energy or enstrophy of the flow. For both constraints the maximum transport Nu_{MAX}(Pe) is realized in cells of decreasing aspect ratio Gamma_{opt}(Pe) as Pe increases. For the fixed energy problem, Nu_{MAX} \\sim Pe and Gamma_{opt} \\sim Pe^{-1/2}, while for the fixed enstrophy scen...

  10. BOUNDARY INTEGRAL FORMULAS FOR ELASTIC PLANE PROBLEM OF EXTERIOR CIRCULAR DOMAIN

    Institute of Scientific and Technical Information of China (English)

    DONG Zheng-zhu; LI Shun-cai; YU De-hao

    2006-01-01

    After the stress function and the normal derivative on the boundary for the plane problem of exterior circular domain are expanded into Laurent series, comparing them with the Laurent series of the complex stress function and making use of some formulas in Fourier series and the convolutions, the boundary integral formula of the stress function is derived further. Then the stress function can be obtained directly by the integration of the stress function and its normal derivative on the boundary. Some examples are given. It shows that the boundary integral formula of the stress function is convenient to be used for solving the elastic plane problem of exterior circular domain.

  11. La política exterior colombiana en la era de Santos

    OpenAIRE

    2012-01-01

    Las actuaciones en el escenario internacional desde el comienzo de la administración de Santos han suscitado un debate alrededor de la existencia o no de una nueva estrategia en política exterior. Para algunos esta transformación ha significado un cambio con relación al gobierno anterior en términos de cooperación, no confrontación y diversificación, lo que ha sido resultado de una lectura que no se reduce a convertir la política exterior en un instrumento de la política interna, sino que ha ...

  12. Gastrodiplomacia como herramienta de política exterior. estudio de caso: Perú

    OpenAIRE

    Díaz Acevedo, Martín

    2016-01-01

    El presente trabajo tiene como objetivo analizar la manera mediante la cual Perú ha incor- porado la gastrodiplomacia a su estrategia de diplomacia cultural como componente de su política exterior. Con el fin de cumplir este propósito, se va a defender que desde el 2008 el país Inca ha incorporado la gastrodiplomacia a su estrategia de diplomacia cultural em- pleando dos herramientas. Primero, a través de su Plan de Política Exterior Cultural, en donde se señalan objetivos claros en te...

  13. O congresso e a política de comércio exterior

    OpenAIRE

    Lima,Maria Regina Soares de; Santos,Fabiano

    2001-01-01

    Como assegurar a qualidade da política nacional de comércio exterior pelo incremento concomitante (1) da eficiente delegação pelo Legislativo ao Executivo de poderes para estabelecê-la e implementá-la, e (2) do pleno funcionamento dos freios e contrapesos que permitem o controle do Executivo em sistemas presidencialistas? O desenho institucional brasileiro é insuficiente em ambas essas dimensões no que concerne à política de comércio exterior, argumentam os autores. Faz-se necessário um desen...

  14. Stationary axisymmetric exteriors for perturbations of isolated bodies in general relativity, to second order

    CERN Document Server

    MacCallum, M A H; Vera, R; Callum, Malcolm A.H. Mac; Mars, Marc; Vera, Ra\\"ul

    2006-01-01

    Perturbed stationary axisymmetric isolated bodies, e.g. stars, represented by a matter-filled interior and an asymptotically flat vacuum exterior joined at a surface where the Darmois matching conditions are satisfied, are considered. The initial state is assumed to be static. The perturbations of the matching conditions are derived and used as boundary conditions for the perturbed Ernst equations in the exterior region. The perturbations are calculated to second order. The boundary conditions are overdetermined: necessary and sufficient conditions for their compatibility are derived. The special case of perturbations of spherical bodies is given in detail.

  15. EXPONENTIAL MESH APPROXIMATIONS FOR A 3D EXTERIOR PROBLEM IN MAGNETIC INDUCTION

    Institute of Scientific and Technical Information of China (English)

    Séraphin M. Mefire

    2005-01-01

    A numerical method combining the approaches of C.I. Goldstein and L.-A. Ying is used for the simulation in three-dimensional magnetostatics related to an exterior problem in magnetic induction. Recently introduced, this method is based on the use of a graded mesh obtained by gluing homothetic layers in the exterior domain and has been performed in the case of edge element discretizations. In this work, the theoretical and practical aspects of the method are inspected in the case of face element and volume element discretizations,for computing a magnetic induction. Error estimates, implementations, and numerical results are provided.

  16. THE OVERLAPPING DOMAIN DECOMPOSITION METHOD FOR HARMONIC EQUATION OVER EXTERIOR THREE-DIMENSIONAL DOMAIN

    Institute of Scientific and Technical Information of China (English)

    Ji-ming Wu; De-hao Yu

    2000-01-01

    In this paper, the overlapping domain decomposition method, which is based on the natural boundary reduction[1] and first suggested in [2], is applied to slove the exterior boundary value problem of harmonic equation over three-dimensional domain. The convergence and error estimates both for the continuous case and the discrete case are given. The contraction factor for the exterior spherical domain is also discussed. Moreover, numerical results are given which show that the accuracy and the convergence are in accord with the theoretical analyses.

  17. First Principles Study of Double Photoionization of H2 UsingExterior Complex Scaling

    Energy Technology Data Exchange (ETDEWEB)

    Rescigno, Thomas N.; Vanroose, Wim; Horner, Daniel A.; Martin,Fernando; McCurdy, C. William

    2006-07-21

    Exterior complex scaling provides a practical path forfirst-principles studies of atomic and molecular ionizationproblemssince it avoids explicit enforcement of asymptotic boundary conditionsfor 3-body Coulomb breakup. We have used the method of exterior complexscaling, implemented with both the discrete variable representation andB-splines, to obtain the first-order wave function for molecular hydrogencorresponding to a single photon having been absorbed by a correlatedinitial state. These wave functions are used to construct convergedtriple differential cross sections for double photoionization of alignedH2 molecules.

  18. High-R Walls for New Construction Structural Performance: Integrated Rim Header Testing

    Energy Technology Data Exchange (ETDEWEB)

    DeRenzis, A. [NAHB Research Center, Upper Marlboro, MD (United States); Kochkin, V. [NAHB Research Center, Upper Marlboro, MD (United States); Wiehagen, J. [NAHB Research Center, Upper Marlboro, MD (United States)

    2013-01-01

    Two prominent approaches within the Building America Program to construct higher R-value walls have included use of larger dimension framing and exterior rigid foam insulation. These approaches have been met with some success; however for many production builders, where the cost of changing framing systems is expensive, the changes have been slow to be realized. In addition, recent building code changes have raised some performance issues for exterior sheathing and raised heel trusses, for example, that indicates a need for continued performance testing for wall systems. The testing methods presented in this report evaluate structural rim header designs over openings up to 6 ft wide and applicable to one- and two-story homes.

  19. 雨虹外墙防水保温一体化外墙外保温系统%Exterior insulation and waterproof integration system of oriental Yuhong

    Institute of Scientific and Technical Information of China (English)

    宋明宇; 刘晓斌

    2014-01-01

    北京东方雨虹防水技术股份有限公司结合多年建筑防水及外保温施工经验,在总结EPS板薄抹灰外墙保温做法的基础上研发出防水保温一体化的雨虹外墙防水保温一体化外墙外保温系统,本文介绍该系统的构造性能及施工方法。%Beijing Oriental Yuhong Waterproof Technology Co.,combined with years of building waterproofing and insulation construction experience,on the basis of EPS thin plaster external wall insulation practices,developed the exterior insulation and waterproof integration system,this article describes the structure of the system performance and construction methods.

  20. Study of the mechanical behavior of the fronts of exterior monuments in Morelia, Michoacan, Mexico; Estudio del comportamiento mecanico de fachadas de monumentos exteriores en Morelia, Michoacan, Mexico

    Energy Technology Data Exchange (ETDEWEB)

    Alonso, E.; Martinez, W. [Facultad de Ingenieria Civil, UMSNH, 58070 Morelia, Michoacan (Mexico); Avalos, M. [CCMC-UNAM, 22800 Ensenada, Baja California Norte (Mexico); Castano, V. [UNAM, 76000 Juriquilla, Queretaro (Mexico); Martinez, L. [CCF-UNAM, 62210 Cuernavaca, Morelos (Mexico)

    2005-07-01

    There are 1,130 architectural ancient monuments in the historic center in Morelia, Michoacan, Mexico built with ignimbrites from the surrounding quarry stones. In some facades is acute the damage. The walls are between 0.50 and 1.50 meters wide, it helps the structure under seismic or accidental loads. The main winds come from the S-SW and their ratio speed (4-20 m/s) does not allow mechanical corrosion (corrosion) but it is able to carry anthropogenic particles (2-25 m), form the burnt of fossil fuels, and they lay on the facades. The damage is observed specially on the facades on the dominant winds and also on the facades located on streets less than 6.0 m wide. The capillary humidity is visible until highs of 2.0 meters on the streets, and it is appreciate the efflorescence crystals and biologic patinas. We performance non destructive tests in situ with the Schmidt hammer to quantify the mechanical resistance on the ignimbrite blocks forming the buildings, in the lowest part of them we took the data because the damage is acute in that wet zone and because in this part could occur the collapse in an extraordinary earthquake. The collected data were compared with the data obtained in ignimbrites blocks taken from the 'healthy' quarry stones. (Author)

  1. Bearing capacity of thin-walled steel tube short columns filled with lightweight aggregate concrete under axial load%薄壁钢管轻骨料混凝土轴压短柱承载力分析

    Institute of Scientific and Technical Information of China (English)

    肖海兵; 赵均海; 孙楚平; 彭宁; 孙珊珊

    2012-01-01

    Based on the unified strength theory, considering the effects of the intermediate principal stress and the differences of the multi-axial strength criterion for the lightweight aggregate concrete and common concrete, by introducing parameter αu and/βu, loop tensile stress σθ , longitudinal compressive stress σ, and radial compressiye stress σ of the thin- walled steel tube in ultimate bearing condition were obtained. Thus the calculation formula of ultimate bearing capacity of thin-walled steel tube short columns filled with lightweight aggregate concrete was deduced, and the influence complication was analyzed. Compared with the obtained solution and the test results in reference, good agreement can be found. The results indicate that the unified strength theory has the good applicability in the calculation of ultimate bearing capacity of thin-walled steel tube short columns filled with lightweight aggregate concrete. The results can provide theoretical foundation for the design of thin-walled steel tube filled with lightweight aggregate concrete.%运用统一强度理论,考虑中间主应力的影响,引入参数αu,βu确定薄壁钢管在极限荷载时的环向拉应力σθ、纵向压应力σz和径向压应力σr,并考虑轻骨料混凝土与普通混凝土多轴强度准则差异的影响,推导出薄壁钢管轻骨料混凝土轴压短柱的极限承载力公式,并对影响因素进行了分析。将本文计算结果与文献试验数据进行比较,结果吻合良好,表明将统一强度理论运用于薄壁钢管轻骨料混凝土轴压短柱承载力计算是可行的。该结果为薄壁钢管轻骨料混凝土的优化设计提供了一定的理论依据。

  2. Evaluation of air lime and clayish earth mortars for earthen wall renders

    OpenAIRE

    Faria, Paulina; Silva, Vitor; Jamú, Naila; Dias, Inês; Gomes, M. Idália

    2013-01-01

    CIAV2013 – International Conference on Vernacular Architecture, 7º ATP, VerSus, 16-20 october 2013 An experimental rammed earth wall was traditionally made with local earth and characterized in terms of superficial hardness, compactness, thermal conductivity and water absorption, in exterior environmental conditions. Two mortars were made with an air lime and a mixture of three washed graduated siliceous sands, with volumetric proportions of 1:2 and 1:3 (air lime:sand). A clayish earth was...

  3. Impact Load of Rain Induced Wind on Rammed Earth Wall of Earth Building%土楼夯土墙的风驱雨撞击荷载影响分析

    Institute of Scientific and Technical Information of China (English)

    张丽; 彭兴黔

    2012-01-01

    运用流体力学的相关知识,分析雨滴降落的运动方程,在考虑风速的基础上推算出风驱雨的雨滴撞击荷载,并分析各因素对撞击荷载的影响.研究结果表明:雨滴降落的竖直极限速度与雨滴的直径及牵引阻力系数有关,并随着雨滴直径的增大而增大;雨滴的水平极限速度等于风速.理论分析表明:雨滴的撞击荷载及其法向分荷载、切向分荷载均随着风速和雨滴直径的增大而增大.%Using hydromechanics, considering the effect of wind speed, the equation of motion of raindrops was presented to calculate the impact load of rain induced wind, the influence of different factors on the impact load was analyzed. Research results show that the vertical limit speed of the raindrops is related to the diameter of the raindrops and drawing resistance coefficient, and the speed increases with the increase of the diameter of the raindrops; the horizontal speed limit of raindrops is equal to the wind speed. Through a series of theory analysis, it is concluded that raindrop impact load, its normal and tangential component loads increase with the increase of wind speed and the diameter of the raindrops.

  4. Establecimiento del cálculo del diámetro de cresta exterior de un engranaje cónico con técnicas de grafos.

    Directory of Open Access Journals (Sweden)

    G. González Rey

    2007-09-01

    Full Text Available Mediante un modelo matemático son dadas las principales relaciones entre los parámetros geométricos básicos requeridos en la evaluación del diámetro de cresta exterior de un engranaje ortogonal de ruedas cónicas con dientes rectos y suma de correcciones radiales iguales a cero. Adicionalmente, serán brindados algunos resultados que asocian la correspondencia entre una geometría racional y la capacidad de carga de un engranaje cónico con restricciones del diámetro de cresta exterior. Para la determinación de los procedimientos de cálculo, los problemas planteados sobre los modelos matemáticos han sido serán representados por medio de grafos bicromáticos.By means of a mathematical model, the main relations for the evaluation of the outer tip diameter on straight bevel gear with sum of the profile shift coefficients equal to zero are given. Additionally, some results associated with a rational geometry and high load capacities of straight bevel gear with restrictions in the outer tip diameter are presented. For the determination of the calculation procedures based on mathematical models was used the technique of representation by means of graphs.

  5. Extended Plate and Beam Wall System: Concept Investigation and Initial Evaluation

    Energy Technology Data Exchange (ETDEWEB)

    Wiehagen, J. [Partnership for Home Innovation, Upper Marlboro, MD (United States); Kochkin, V. [Partnership for Home Innovation, Upper Marlboro, MD (United States)

    2015-08-01

    A new and innovative High-R wall design, referred to as the Extended Plate & Beam (EP&B), is under development. The EP&B system uniquely integrates foam sheathing insulation with wall framing such that wood structural panels are installed exterior of the foam sheathing, enabling the use of standard practices for installation of drainage plane, windows and doors, claddings, cavity insulation, and the standard exterior foam sheathing installation approach prone to damage of the foam during transportation of prefabricated wall panels. As part of the ongoing work, the EP&B wall system concept has undergone structural verification testing and has been positively vetted by a group of industry stakeholders. Having passed these initial milestone markers, the advanced wall system design has been analyzed to assess cost implications relative to other advanced wall systems, undergone design assessment to develop construction details, and has been evaluated to develop representative prescriptive requirements for the building code. This report summarizes the assessment steps conducted to-date and provides details of the concept development.

  6. Extended Plate and Beam Wall System: Concept Investigation and Initial Evaluation

    Energy Technology Data Exchange (ETDEWEB)

    Wiehagen, J. [Partnership for Home Innovation, Upper Marlboro, MD (United States); Kochkin, V. [Partnership for Home Innovation, Upper Marlboro, MD (United States)

    2015-08-01

    A new and innovative High-R wall design, referred to as the Extended Plate & Beam (EP&B), is under development. The EP&B system uniquely integrates foam sheathing insulation with wall framing such that wood structural panels are installed exterior of the foam sheathing, enabling the use of standard practices for installation of drainage plane, windows and doors, claddings, cavity insulation, and the standard exterior foam sheathing installation approach prone to damage of the foam during transportation of prefabricated wall panels. As part of the ongoing work, the EP&B wall system concept has undergone structural verification testing and has been positively vetted by a group of industry stakeholders. Having passed these initial milestone markers, the advanced wall system design has been analyzed to assess cost implications relative to other advanced wall systems, undergone design assessment to develop construction details, and has been evaluated to develop representative prescriptive requirements for the building code. This report summarizes the assessment steps conducted to-date and provides details of the concept development.

  7. Rammed earth - a sustainable wall system for the Pacific North-West

    Energy Technology Data Exchange (ETDEWEB)

    Krayenhoff, M; White, E.

    1997-07-01

    Construction of a stabilized rammed earth wall (SRE), which consists of a mixture of unwashed, unscreened sandy aggregate and cement, reinforced with bamboo and insulated with vermiculite or foam board, was described, and its performance reviewed. Although not popular in Canada in general, rammed earth wall construction is being used for custom homes in British Columbia`s Gulf Islands. France and Australia are also active in the development of rammed earth wall technologies. The base SRE house is 1500 sq ft, single storey slab-on grade, with the long axis oriented east-west. SRE houses have a very long life expectancy, (estimated 100 to 1,000 years). There are no exterior or interior surfaces to be painted, or replaced. The material is highly resistant to mechanical damage. Construction cost is higher than frame wall construction, but maintenance cost, space heating energy cost, environmental impact cost, and local economic benefit are all greater than traditional frame construction (the latter because of the high labour requirement and high local materials component). Insulated rammed earth wall construction is considered to be a technically sound exterior wall system, especially in the milder climate of the Pacific Northwest. Because of the higher thermal mass, a greater passive solar contribution is also expected from a rammed earth house.

  8. Effect of pressure upon wall-to-wall polymerization contraction of a chemically-cured resin.

    Science.gov (United States)

    Hansen, E K

    1983-02-01

    The marginal gaps of 105 Silar fillings were measured after application of a load between zero and 100 N on the matrix during the initial polymerization. The fillings were placed in non-etched dentin cavities in extracted human teeth. The dentin surrounding the cavities was either roughened with carborundum paper No. 220 or polished with Alfa Micropolish 1 micron before the cavities were filled. When load was applied to the matrix, no effect was found of the roughness surrounding the cavities, but without load the wall-to-wall contraction was significantly greater in cavities where the surrounding dentin surfaces had been polished with Alfa Micropolish. Apparently the effect of load was related to friction during the polymerization between filling surplus and the dentin surrounding the cavities and not to load per se.

  9. Exact Solution for the Exterior Field of a Rotating Neutron Star

    CERN Document Server

    Man'ko, V I; Sanabria-Gómez, J D; Manko, Vladimir S.; Mielke, Eckehard W.; Sanabria-Gómez, José D.

    2000-01-01

    A four-parameter class of exact asymptotically flat solutions of the Einstein-Maxwell equations involving only rational functions is presented. It is able to describe the exterior field of a slowly or rapidly rotating neutron star with poloidal magnetic field.

  10. La “caja negra” de la política exterior estadounidense en Oriente Medio

    Directory of Open Access Journals (Sweden)

    Marcela Ulloa

    2013-06-01

    Full Text Available Reseña del siguiente libro:CHOMSKY, Noam y Gilbert Achar (2007. Estados peligrosos: oriente medio y la política exterior estadounidense. Barcelona: Ediciones Paidós Ibérica, 349 pp.

  11. Convergence Behaviour of Some Iteration Procedures for Exterior Point Method of Centres Algorithms,

    Science.gov (United States)

    1979-02-01

    in Reference 4, while Staha and Himmelblau 9 reported very favourably on their application of Newton’s method to the exterior point method of centres...34. .4cfta Poll- technica Scandinavica, Trondheim, 13 (1966). 9. Staha, R. L., and Himmelblau . D. M., "Evaludtion of Constrained Nonlinear Programming

  12. The Exterior Tricomi Problem for Generalized Mixed Equations with Parabolic Degeneracy

    Institute of Scientific and Technical Information of China (English)

    Guo Chun WEN

    2006-01-01

    This paper deals with the exterior Tricomi problem for generalized mixed equations with parabolic degeneracy. Firstly the representation of solutions of the problem for the equations is given, and then the uniqueness and existence of solutions are proved by a new method.

  13. Tres décadas de política exterior y democracia: interpretaciones y tensiones

    OpenAIRE

    2013-01-01

    En esta exposición nos proponemos analizar las diversas interpretaciones de la política exterior argentina democrática; para ello haremos un breve recorrido por las principales tensiones explicativas existentes. Instituto de Relaciones Internacionales (IRI)

  14. Los Derechos Humanos y la política exterior de los Estados Unidos.

    OpenAIRE

    Christopher, Warren

    2015-01-01

    Forman parte de la política exterior estadounidense tres categorías principales  de derechos humanos: a) el derecho a la integridad personal; b) el derecho a satisfacer las necesidades económicas vitales; y c) los derechos civiles y políticos.

  15. La “caja negra” de la política exterior estadounidense en Oriente Medio

    Directory of Open Access Journals (Sweden)

    Marcela Ulloa

    2013-07-01

    Full Text Available Reseña del siguiente libro:CHOMSKY, Noam y Gilbert Achar (2007. Estados peligrosos: oriente medio y la política exterior estadounidense. Barcelona: Ediciones Paidós Ibérica, 349 pp.

  16. Shape-selective n-alkane hydroconversion at exterior zeolite surfaces

    NARCIS (Netherlands)

    Maesen, Th.L.M.; Krishna, R.; van Baten, J.M.; Smit, B.; Calero, S.; Castillo Sanchez, J.M.

    2008-01-01

    A critical review of the adsorption and catalysis of n- and methylalkanes demonstrates that the interior surface of TON- and MTT-type zeolites dominates both adsorption and catalysis, and that the contribution from the exterior surface is negligible. For both n- and methylalkane isomers, the experim

  17. Durability of fire retardant treated wood products at humid and exterior conditions. Review of literature

    NARCIS (Netherlands)

    Ostman, B.; Voss, A.; Hughes, A.; Hovde, P.J.; Grexa, O.

    2001-01-01

    Fire retardants may considerably improve the fire properties of wood products, but the durability, e.g. in exterior applications, has not been addressed fully. This paper reviews the existing knowledge and experience mainly from the USA with the aim of supporting further development in Europe. The r

  18. Stokes coupling method for the exterior flowPart III: regularity

    Institute of Scientific and Technical Information of China (English)

    2001-01-01

    Based on the Stokes coupling method for solving the two-dimensional exterior unsteady Navier-Stokes equations, the existence of the strong solution of the Stokes coupling equations is proven. And the regularity of the solution for the reduced Stokes coupling equations is discussed.

  19. A Dynamical Approach to the Exterior Geometry of a Perfect Fluid as a Relativistic Star

    CERN Document Server

    Fathi, Mohsen

    2011-01-01

    The aim of this article is to compare some of the solution classes, which were presented for a perfect charged fluid in Ref. [8], through studying the motion of a test charged particle on a relativistic charged star. We will show that how the interior solutions of such star, can affect its exterior geometry, by illustrating the corresponding effective potentials.

  20. Diffusion phenomenon for linear dissipative wave equations in an exterior domain

    Science.gov (United States)

    Ikehata, Ryo

    Under the general condition of the initial data, we will derive the crucial estimates which imply the diffusion phenomenon for the dissipative linear wave equations in an exterior domain. In order to derive the diffusion phenomenon for dissipative wave equations, the time integral method which was developed by Ikehata and Matsuyama (Sci. Math. Japon. 55 (2002) 33) plays an effective role.

  1. Global existence of solutions for semilinear damped wave equation in 2-D exterior domain

    Science.gov (United States)

    Ikehata, Ryo

    We consider a mixed problem of a damped wave equation utt-Δ u+ ut=| u| p in the two dimensional exterior domain case. Small global in time solutions can be constructed in the case when the power p on the nonlinear term | u| p satisfies p ∗=2Japon. 55 (2002) 33) plays an effective role.

  2. Energy efficiency of the Rural Wall multi-layer structure in low-rise building design

    Directory of Open Access Journals (Sweden)

    T.A. Golova

    2014-12-01

    Full Text Available This paper presents the study on energy efficiency of various wall design solutions and a new multi-layer wall design for low-rise construction as well as the results of television studies on multi-layer and single-layer envelopes. Indoor climate parameters for various wall design solutions are determined. The study reveals the optimal wall design solutions and specifies the theoretical assessment of their energy efficiency in compliance with Russia's national building code 23-02-2003. The paper presents calculations of building heat loss through the exterior building envelope, reduced resistance to heat transfer of walls and total heat loss of the building with the selected outer wall design during the heating season. Recommendations on the application of the new multi-layer wall design using local wall materials in the construction of energy-efficient low-rise buildings are developed. The recommendations include requirements for wall materials, thermal calculations, production guidelines, properties of layers in a multi-layer walls and physical and mechanical properties of wall layers.

  3. Configuración actual del comercio exterior en Galicia = Current foreign trade framework in Galicia

    Directory of Open Access Journals (Sweden)

    José Luis Placer Galán

    2016-12-01

    Full Text Available La reciente crisis económica y la contracción de la demanda interna han impulsado un creciente interés por los mercados exteriores. Esta investigación pretende caracterizar la configuración actual del comercio exterior de la Comunidad Autónoma de Galicia, tanto en lo relativo a los productos como a los mercados geográficos de origen y destino. Para ello se emplean una serie de indicadores, ampliamente contrastados en la investigación económica, que permiten identificar: el grado de apertura de la economía provincial leonesa; la propensión exportadora y la dependencia importadora; el grado de concentración, por producto y mercados, de sus flujos comerciales exteriores; la especialización exportadora y la ventaja comparativa sectorial; la composición inter o intra-industrial del comercio exterior; y la distribución geográfica de los flujos comerciales de la economía gallega con los mercados exteriores. The recent economic crisis and internal demand contraction have encouraged the emerging interest in international markets. This study aims at featuring the current foreign trade framework of the Galicia, in regards to both import and export products and geographical markets. For that purpose, several indexes, widely verified in this study, have been utilized to identify the trade openness level of Leon economy, its export propensity, import dependence as well as the concentration level for products and internal trade flows. Leon export specialization, its comparative advantage by sector, the inter-intra-industry trade composition and geographical distribution of trade with international markets have been likewise included in this study.   Keywords: .

  4. Vertical Equilibrium of Sheet Pile Walls with Emphasis on Toe Capacity and Plugging

    DEFF Research Database (Denmark)

    Iversen, Kirsten Malte; Augustesen, Anders Hust; Nielsen, Benjaminn Nordahl

    Constructions including retaining walls are normally established in areas where it is impossible to conduct an excavation with inclined sides. Due to large excavation depths and due to restrictions on the deformations of the wall, it is often necessary to anchor the wall. The limited space makes...... at the pile toe to fulfil vertical equilibrium. The paper describes a case study of sheet pile walls in Aalborg Clay, and the amount of loads transferred as point loads at the pile toe for free and anchored walls is estimated. A parametric study is made for the free wall with regards to the height...... and the roughness of the wall. Due to limitations of the calculation method, the study of the anchored wall only includes variation of the roughness. For the case study, it is found that the vertical equilibrium is fulfilled for the considered free wall. An anchored wall needs a plug forming at the pile toe...

  5. 高强冷弯薄壁型钢抱合箱形截面受压构件承载力试验研究%Load-carrying capacity of 550MPa high-strength cold-formed thin-walled steel built-up box section columns

    Institute of Scientific and Technical Information of China (English)

    李元齐; 姚行友; 沈祖炎; 王树坤; 刘翔

    2011-01-01

    由两个槽形截面构成的抱合箱形截面在超薄壁冷弯型钢结构中应用广泛,但关于其承载力的计算只是将单个构件的承载力简单地数学叠加,并没有相应公式来考虑单个槽形截面构件之间的相互加强.对40根高强冷弯薄壁型钢抱合箱形截面受压构件进行试验研究,考察其受力特性及破坏特征,包括轴压构件21个,绕弱轴偏心和绕强轴偏心构件共19个.试验研究结果表明:抱合箱形截面构件由于两个槽形截面试件的相互约束作用,实测承载力比按单根构件计算承载力叠加结果提高10%~20%左右.最后,在试验和理论分析的基础上,针对高强冷弯薄壁型钢抱合箱形截面受压构件极限承载力提出了一种建议计算方法,依照建议计算方法所得结果与试验结果吻合较好,且偏于安全,可供实际设计参考.%Built-up box section columns by two lipped channel sections are widely used in super thin-walled cold-formed steel structures.However, for their load-carrying capacities of built-up box section columns, usually a mathematical sum according to the load-carrying capacities of each channel section involved is utilized without any further consideration on the reinforcement between single channel sections.Load-carrying capacities and failure modes of 40 high-strength cold-formed thin-walled steel built-up box section columns have been studied, including 21 axially-compressed columns and 19 eccentrically-compressed columns subjected to bending moments along the weak axis and the strong axis respectively.The results show that, due to the interaction between two lipped channel columns connected by self-drilling screws, the ultimate load-carrying capacity of a built-up box section column is 10% to 20% higher than the sum of the ultimate load-carrying capacity of two single lipped channels loaded in the same way independently.Based on the tests and theoretical analysis, a proposed method to estimate

  6. 高强薄壁冷弯卷边槽钢柱承载力计算方法%Calculation method for load-carrying capacity of high strength thin-wall cold-formed lipped channel columns under axial compression

    Institute of Scientific and Technical Information of China (English)

    金梦飞; 刘昕露; 吕呈; 孙德发

    2014-01-01

    Based on the contrast analysis of the Effective Width Method and the Direct Strength Method, analysis and discussion are mentioned about the ultimate load-carrying capacities of 1 mm thickness Q345 cold-formed thin-wall steel lipped channel columns. The calculation and test results showed that, it is relative safety in calculation the lipped channel columns according to GB 50018-2002 Technical Code of Cold-Formed Thin-wall Steel Structure.%在分析比较有效宽度法( EWM)和直接强度法( DSM)的基础上,以1 mm厚Q345冷弯薄壁卷边槽钢柱为例,对其极限承载力进行了较深入的探讨和对比分析,计算与试验结果表明:按GB 50018-2002冷弯薄壁型钢结构技术规范计算槽钢柱是可行的。

  7. Iron load

    Directory of Open Access Journals (Sweden)

    Filippo Cassarà

    2013-03-01

    Full Text Available Recent research addressed the main role of hepcidin in the regulation of iron metabolism. However, while this mechanism could be relevant in causing iron load in Thalassemia Intermedia and Sickle-Cell Anemia, its role in Thalassemia Major (TM is marginal. This is mainly due to the high impact of transfusional requirement into the severe increase of body iron. Moreover, the damage of iron load may be worsened by infections, as HCV hepatitis, or liver and endocrinological damage. One of the most relevant associations was found between splenectomy and increase of risk for mortality due,probably, to more severe iron load. These issues suggest as morbidity and mortality of this group of patients they do not depend only by our ability in controlling heart damage but even in preventing or treating particular infections and complications. This finding is supported by the impairment of survival curves in patients with complications different from heart damage. However, because, during recent years different direct and indirect methods to detect iron overload in patients affected by secondary hemochromatosis have been implemented, our ability to maintain under control iron load is significantly improved. Anyway, the future in iron load management remains to be able to have an iron load map of our body for targeting chelation and other medical treatment according to the single organ damage.

  8. Design Method of Reinforced Concrete Shear Wall Using EBCS

    Directory of Open Access Journals (Sweden)

    Dr. Suresh Borra

    2015-03-01

    Full Text Available Concrete shear walls or structural walls are often used in multistory buildings to resist lateral loads such as wind, seismic and blast loads. Such walls are used when the frame system alone is insufficient or uneconomical to withstand all the lateral loads or when partition walls can be made load bearing, replacing columns and beams. The analysis and design of buildings with shear walls became simple using commercially available computer programs based on the finite element method (FEM and subsequent implementation of stress integration techniques to arrive at generalized forces (axial, shear, and moments. On the other hand, design engineers without such facilities or those with computer facilities lacking such features use simple method of analysis and design by taking the entire dimensions of the walls. This is done by considering the shear walls as wide columns of high moment of inertia and following the same procedure as for columns. The primary purpose of this paper is believed that structural engineers working in the analysis and design of highrise buildings will be benefited from the design shear wall by using EBCS: 2-1995 and EBCS:8-1995codes and its results.

  9. Effect of Horizontal Tied Rebars on Precast Reinforced Concrete Core Walls

    OpenAIRE

    Nakachi, Tadaharu

    2013-01-01

    Multistory core walls installed in high-rise reinforced concrete buildings effectively reduce seismic vibration. On the other hand, precast core walls are considered effective for construction because they can be built more quickly than cast-in-place core walls. In this study, lateral loading tests were conducted on precast wall columns simulating the corner and the area near the corner of the L-shaped precast core wall. The specimen consisted of four square-section precast columns. The verti...

  10. Comparative study of Trombe wall, water wall and trans wall

    Energy Technology Data Exchange (ETDEWEB)

    Sodha, M.S.; Bansal, N.K.; Singh, S.; Ram, S.; Annamalai, M.; Iyer, M.V.; Nirmala, K.A.; Venkatesh, P.; Prasad, C.R.; Subramani, C.

    1982-01-01

    The thermal performances of three systems viz. Trombe wall: (1) without; and (2) with vents (forced air circulation), water wall and Transwall have been studied analytically interms of heat flux entering the living space (Maintained at 20/sup 0/C) corresponding to the meteriological data on January 19, 1981 at New Delhi (India), a typical cold winter day. Subsequent parametric studies using the simulation indicated that the Transwall system is the more efficient system for the passive heating of buildings.

  11. Under Wind Load Function the Curtain Wall Aluminum Plate Internal Force and Distortion Calculation%风荷载作用下幕墙铝板内力和变形的计算

    Institute of Scientific and Technical Information of China (English)

    毛伙南

    2012-01-01

    The survey of unit type curtain wall is researched. Using the ANSYS software, the internal force and displacement of the unit type plate structure which are composed of the trough type aluminum plate and S stiffening ribs (portal type frame) are calculated. The stiffening rib and the aluminum plate corner partial rivet loosens by the rigid joint turns the hinge point is studied. The computation model is built and its biggest internal force and displacement are obtained. Finally, the practical application is in troduced.%阐述了槽型铝板和加劲肋构成的单元式幕墙的内力及变形计算.采用ANSYS软件对单元板块由槽型铝板与5条加劲肋组成的结构的内力和变形进行计算,研究了加劲肋转角处由于局部铆钉松脱由刚结点变成铰接点后其计算模型发生改变的应力及位移计算,最后介绍实际应用.

  12. El futuro de la Comunidad Iberoamericana de Naciones y la política exterior de España

    OpenAIRE

    Celestino del ARENAL

    1992-01-01

    RESUMEN: La proyección iberoamericana de España es una de las dimensiones claves de su política exterior y, en consecuencia, una de las prioridades de su acción exterior. Sólo asumiendo este hecho, que al mismo tiempo constituye un reto para la futura política exterior española después de 1992, el proyecto de Comunidad Iberoamericana de Naciones, continuará con su proceso de consolidación y desarrollo.ABSTRACT: The iberoamerican dimension of Spain is one of the key aspects of the Spanish Fore...

  13. La política exterior de Canadá y la sociedad civil

    OpenAIRE

    2008-01-01

    En la ponencia se analizará la proyección de la politica exterior canadiense y la participación de la sociedad civil en su diseño. Se abordarán los temas de la cooperación internacional de Canada, la participación en Operaciones de Paz de Naciones Unidas, la disfusión de la democracia, su proyección hacia América Latina y la Argentina, y las IED canadienses. Una faceta importante en el análisis será la vincualción con los Estados Unidos y los cambios que se pueden dar en la politica exterior ...

  14. Posmodernismo y constructivismo: su utilidad para analizar la política exterior colombiana

    Directory of Open Access Journals (Sweden)

    Leonardo Carvajal H.

    2009-11-01

    Full Text Available La política exterior colombiana tradicionalmente ha sido diseñada y ejecutada de manera reactiva e improvisada, sin mayores reflexiones teóricas y conceptuales sobre el entorno internacional en el que se desarrolla, ni sobre las variables que la afectan, los objetivos que busca, ni en relación con las herramientas con las que se construirá dicha política pública. Este artículo presenta, en forma sucinta, los planteamientos de las teorías del posmodernismo y el constructivismo en relaciones internacionales, y reflexiona sobre el poder explicativo que tales marcos conceptuales tienen en la política exterior de Colombia.

  15. La evolución de la política exterior China

    Directory of Open Access Journals (Sweden)

    Mario Esteban Rodríguez

    2016-01-01

    Full Text Available Este artículo sintetiza y analiza los principales cambios experimentados por la política exterior de la República Popular China desde su fundación en 1949 hasta la actualidad. Para explicar esas transformaciones se recurre fundamentalmente a tres variables (la política interna de China, las características del sistema internacional y el contexto de seguridad, que las autoridades chinas han interpretado influidas por tres componentes ideacionales: el comunismo, el nacionalismo y el pragmatismo. A modo de conclusión se subraya que, a pesar de sus vaivenes, la política exterior de Pekín ha mantenido tres objetivos fundamentales en las últimas siete décadas: modernización, reconocimiento internacional como gran potencia y reunificación nacional.

  16. Cartan for beginners differential geometry via moving frames and exterior differential systems

    CERN Document Server

    Ivey, Thomas A

    2016-01-01

    Two central aspects of Cartan's approach to differential geometry are the theory of exterior differential systems (EDS) and the method of moving frames. This book presents thorough and modern treatments of both subjects, including their applications to both classic and contemporary problems in geometry. It begins with the classical differential geometry of surfaces and basic Riemannian geometry in the language of moving frames, along with an elementary introduction to exterior differential systems. Key concepts are developed incrementally, with motivating examples leading to definitions, theorems, and proofs. Once the basics of the methods are established, the authors develop applications and advanced topics. One notable application is to complex algebraic geometry, where they expand and update important results from projective differential geometry. As well, the book features an introduction to G-structures and a treatment of the theory of connections. The techniques of EDS are also applied to obtain explici...

  17. OS IMPACTOS MACROECONÔMICOS DOS INVESTIMENTOS BRASILEIROS DIRETOS NO EXTERIOR

    Directory of Open Access Journals (Sweden)

    Rubens Augusto Miranda

    2010-06-01

    Full Text Available A globalização produtiva tem gerado importantes debates sobre as implicações da mesma. Nesse sentido, quais seriam as conseqüências para a nação do investimento das empresas domésticas no exterior? Tal pergunta não possui evidências empíricas robustas que corroborem um ou outro ponto de vista. Assim, o presente artigo objetiva investigar, por meio de uma abordagem econométrica, os impactos dos Investimentos Diretos Brasileiros no Exterior (IDBE sobre algumas das principais variáveis macroeconômicas brasileiras. Os resultados mostraram que o IDBE tem impactos estatisticamente significantes sobre o PIB, Investimento doméstico, Saldo na Balança de Capitais e Importações. Tais resultados convergem ao encontrado por alguns trabalhos presentes na literatura.

  18. Importance of location and exterior of city hotels as elements of guest satisfaction

    Directory of Open Access Journals (Sweden)

    Tepavčević Jelena

    2016-01-01

    Full Text Available Business practices and attitudes of tourists show that hospitality represents the primary factor in the development of urban tourism. It is considered that, besides the exclusive appearance, there is no business success for hotel properties without a proper location. It is known that a typical tourist would like to be close enough to tourist attractions, to be able to reach them on foot. This paper deals with the importance of location and exterior of urban hotels on guests decision on the selection and overall satisfaction with hotel products. The survey was conducted in the hotels two largest urban centers in Serbia (Belgrade and Novi Sad. The aim of the research is an insight into the real impact of location and exterior when assessing the guest satisfaction. Descriptive statistical analysis, t-test and regression analysis were used for statistical data processing.

  19. The accident analysis and processing of Thin plastering exterior insulation system%薄抹灰外墙外保温系统事故分析与处理

    Institute of Scientific and Technical Information of China (English)

    雒六元; 丁艳梅

    2014-01-01

    外墙外保温系统是目前国内建筑外墙保温的主要形式,本文以有效性、耐久性、安全性和施工性为主要内容,对外墙外保温系统结构面临的问题、施工质量控制等几个关键方面进行探讨,并提出相关意见,以达到正确设计与选用外墙外保温系统的目的。%Exterior insulation system is the main form of the domestic building external wall thermal insulation,the problem of the external wall thermal insulation system structure and a few key aspects such as construction quality control are discussed by using eff ectiveness,durability,safety,and construction as the main content in this text,and puts forward related Suggestions,in order to achieve the correct design and selection of exterior insulation system.

  20. Domain Walls on Singularities

    CERN Document Server

    Halyo, Edi

    2009-01-01

    We describe domain walls that live on $A_2$ and $A_3$ singularities. The walls are BPS if the singularity is resolved and non--BPS if it is deformed and fibered. We show that these domain walls may interpolate between vacua that support monopoles and/or vortices.

  1. Halogenation of microcapsule walls

    Science.gov (United States)

    Davis, T. R.; Schaab, C. K.; Scott, J. C.

    1972-01-01

    Procedure for halogenation of confining walls of both gelatin and gelatin-phenolic resin capsules is similar to that used for microencapsulation. Ten percent halogen content renders capsule wall nonburning; any higher content enhances flame-retardant properties of selected internal phase material. Halogenation decreases permeability of wall material to encapsulated materials.

  2. Energy decay for solutions to semilinear systems of elastic waves in exterior domains

    Directory of Open Access Journals (Sweden)

    Marcio V. Ferreira

    2006-05-01

    Full Text Available We consider the dynamical system of elasticity in the exterior of a bounded open domain in 3-D with smooth boundary. We prove that under the effect of "weak" dissipation, the total energy decays at a uniform rate as $t o +infty$, provided the initial data is "small" at infinity. No assumptions on the geometry of the obstacle are required. The results are then applied to a semilinear problem proving global existence and decay for small initial data.

  3. La evolución de la política exterior China

    OpenAIRE

    Mario Esteban Rodríguez

    2016-01-01

    Este artículo sintetiza y analiza los principales cambios experimentados por la política exterior de la República Popular China desde su fundación en 1949 hasta la actualidad. Para explicar esas transformaciones se recurre fundamentalmente a tres variables (la política interna de China, las características del sistema internacional y el contexto de seguridad), que las autoridades chinas han interpretado influidas por tres componentes ideacionales: e...

  4. O lugar da China no comércio exterior brasileiro

    OpenAIRE

    DIEGO PAUTASSO

    2010-01-01

    O objetivo do presente artigo de conjuntura é compreender o lugar da China no comércio exterior brasileiro. O argumento proposto é que a condição da China de maior parceiro comercial do Brasil representa mais do que uma mudança de hierarquia, mas transformações nas relações bilaterais e no próprio sistema internacional.

  5. Comparative analysis of urethane-alkyd and water based coatings for exterior wood

    OpenAIRE

    Jaić, Milan

    2012-01-01

    The protection of wood elements in the exterior use, such as window frames and doors, can be performed with various type of coatings. The most diffused in use are conventional coatings – solvent-based (alkyd, modified alkyds etc.). Last years, because of the restrictive normative regarding the solvent emission, the trend of coatings development leads to the reduction of volatile organic components. Organic solvents are reduced or substituted by environmentally safer solvents such as water or ...

  6. Classical geometries defined by exterior differential systems on higher frame bundles

    Science.gov (United States)

    Estabrook, Frank B.; Wahlquist, Hugo D.

    1989-01-01

    Exterior differential ideals are discussed, and sets of invariant generators presented, for Reimannian, conformal and projective geometries, and for specializations such as Ricci-flat, self-dual and Einstein-Maxwell theories. The Cartan characteristic integers are explicitly calculated, and involutory basis forms found, for each of these (specialized to four dimensions), exposing their algebraic structure and showing how they generate well-posed sets of partial differential equations.

  7. Investigación - Colombia y las fuentes de financiamiento de comercio exterior

    OpenAIRE

    2013-01-01

    Esta investigación pone en evidencia las fuentes de financiamiento de comercio exterior en Colombia para hacer frente al reto exportador. Así, el documento dará claridad al gremio, mostrando las alternativas de financiamiento y apoyo no económico para poder aprovechar las oportunidades que brindan los tratados de libre comercio, y otros acuerdos comerciales que tiene Colombia.

  8. On certain realizations of the q-deformed exterior differential calculus

    Science.gov (United States)

    Kerner, Richard; Abramov, Viktor

    1999-04-01

    We investigate two particular realizations of a q-deformed differential calculus at q being a primitive root of unity, qN = 1. Particular attention is paid to the Z3-graded case N = 3. First we construct an analogue of the exterior differential calculus on a manifold, then we introduce a discrete realization of such a calculus on generalized Clifford algebras. Finally, combining both constructions, we discuss a ZN-graded generalization of gauge theory.

  9. Black Holes in the Framework of the Metric Tensor Exterior to the Sun and Planets

    Directory of Open Access Journals (Sweden)

    Chifu E.N.

    2011-04-01

    Full Text Available The conditions for the Sun and oblate spheroidal planets in the solar system to reduce to black holes is investigated. The metric tensor exterior to oblate spheroidal masses indicates that for the Sun to reduce to a black hole, its mass must condense by a factor of 2 : 32250 10 5 . Using Schwarzschild’s metric, this factor is obtained as 2 : 3649 10 5 . Similar results are obtained for oblate spheroidal planets in the solar system.

  10. Gimbal Influence on the Stability of Exterior Orientation Parameters of UAV Acquired Images

    Directory of Open Access Journals (Sweden)

    Mateo Gašparović

    2017-02-01

    Full Text Available In this paper, results from the analysis of the gimbal impact on the determination of the camera exterior orientation parameters of an Unmanned Aerial Vehicle (UAV are presented and interpreted. Additionally, a new approach and methodology for testing the influence of gimbals on the exterior orientation parameters of UAV acquired images is presented. The main motive of this study is to examine the possibility of obtaining better geometry and favorable spatial bundles of rays of images in UAV photogrammetric surveying. The subject is a 3-axis brushless gimbal based on a controller board (Storm32. Only two gimbal axes are taken into consideration: roll and pitch axes. Testing was done in a flight simulation, and in indoor and outdoor flight mode, to analyze the Inertial Measurement Unit (IMU and photogrammetric data. Within these tests the change of the exterior orientation parameters without the use of a gimbal is determined, as well as the potential accuracy of the stabilization with the use of a gimbal. The results show that using a gimbal has huge potential. Significantly, smaller discrepancies between data are noticed when a gimbal is used in flight simulation mode, even four times smaller than in other test modes. In this test the potential accuracy of a low budget gimbal for application in real conditions is determined.

  11. Gimbal Influence on the Stability of Exterior Orientation Parameters of UAV Acquired Images.

    Science.gov (United States)

    Gašparović, Mateo; Jurjević, Luka

    2017-02-18

    In this paper, results from the analysis of the gimbal impact on the determination of the camera exterior orientation parameters of an Unmanned Aerial Vehicle (UAV) are presented and interpreted. Additionally, a new approach and methodology for testing the influence of gimbals on the exterior orientation parameters of UAV acquired images is presented. The main motive of this study is to examine the possibility of obtaining better geometry and favorable spatial bundles of rays of images in UAV photogrammetric surveying. The subject is a 3-axis brushless gimbal based on a controller board (Storm32). Only two gimbal axes are taken into consideration: roll and pitch axes. Testing was done in a flight simulation, and in indoor and outdoor flight mode, to analyze the Inertial Measurement Unit (IMU) and photogrammetric data. Within these tests the change of the exterior orientation parameters without the use of a gimbal is determined, as well as the potential accuracy of the stabilization with the use of a gimbal. The results show that using a gimbal has huge potential. Significantly, smaller discrepancies between data are noticed when a gimbal is used in flight simulation mode, even four times smaller than in other test modes. In this test the potential accuracy of a low budget gimbal for application in real conditions is determined.

  12. La Política Exterior de Rusia en Oriente Medio. ¿Continuidad o Cambio?

    Directory of Open Access Journals (Sweden)

    María J. Pérez del Pozo

    2016-05-01

    Full Text Available El recorrido histórico por la política exterior de la URSS/Rusia hacia Oriente Medio en el último siglo presenta una línea de continuidad, apenas alterada por las dinámicas espacio-temporales vividas por el país. Rusia ha ejecutado una política exterior más orientada a responder a los movimientos norteamericanos en la región que a consolidar una presencia activa, de iniciativas propias. Sin embargo, la situación creada tras los levantamientos de 2011 y el conflicto sirio le han permitido a Moscú recuperar una activa presencia regional en temas político-militares y obtener ventajas económicas y comerciales. Con una limitada intervención militar en Siria, Rusia ha consolidado su posición mundial de gran jugador estratégico, y ha obtenido unas ventajas político-diplomáticas que le permiten ejecutar una política exterior dictada por el carácter instrumental de sus propios intereses.

  13. Measurement of Exterior Foundation Insulation to Assess Durability in Energy-Saving Performance

    Energy Technology Data Exchange (ETDEWEB)

    Kehrer, Manfred [ORNL; Christian, Jeff [Oak Ridge National Laboratory (ORNL)

    2012-04-01

    The foundation of a house is a sometimes ignored component of the building because of its low visibility. It is increasingly evident, however, that attention to good foundation design and construction significantly benefits the homeowner and the builder by mitigating future problems. Good foundation design and construction practice involves not only insulating to save energy but also providing effective structural design as well as moisture, termite, and radon control techniques as appropriate. Energy efficiency in housing is augmented by use of exterior slab and basement insulation, but high moisture content in the insulation material has led to concerns about its durability. The activity under this task was to extract six different exterior insulation systems that were characterized at installation and have been in the ground for 9 months to 15 years. R-value and moisture content were measured and inspections conducted for evidence of termite intrusion or deterioration. Based on the results, the durability of the various systems has been documented and assessments made of which systems appear to be best practice. Heat flux and temperature measurement data had been archived for some of the exterior insulation tests, thereby providing a unique opportunity to assess energy-saving performance and durability over the long term. The results show that the durability of foundation insulation systems depends on insulation type as well as on foundation type and local boundary conditions, the latter of which may have a marked influence on the durability of energy-saving performance.

  14. Influence of Exterior Space to Linkage and Tourist Movement Pattern in Losari Coastal Area

    Directory of Open Access Journals (Sweden)

    Nur Adyla Suriadi

    2015-07-01

    Full Text Available Makassar City has a strategic location because located at the crossroads of good traffic from north to south and from west to east, from these advantages so Makassar City eligible to be a tourism destination. One of the hallmarks quality tourism destination is Losari Coastal Area, which is a tourist area that became an icon of the city of Makassar and has many tourist attractions i.e. Reclamation Losari Beach, Fort Rotterdam, Somba Opu Shopping Centre and Culinary Tourism Area. However, tourist movement patterns who concentrated only in Reclamation Losari Beach needs for development of linkage at tourist attractions based on tourist movement patterns. Research method used is descriptive qualitative method with cognitive mapping technique to identify of tourist movement patterns characteristic in visiting tourist attractions at Losari Coastal Area and influence of exterior space to linkage among tourist attractions. Results from this research is determine influence of exterior space to connectivity linkage and tourist movement patterns among tourist attractions and find local criteria of exterior space which can be applied in Losari Coastal Area.

  15. Beam loading

    CERN Document Server

    Gamp, Alexander

    2013-01-01

    We begin by giving a description of the radio-frequency generator-cavity-beam coupled system in terms of basic quantities. Taking beam loading and cavity detuning into account, expressions for the cavity impedance as seen by the generator and as seen by the beam are derived. Subsequently methods of beam-loading compensation by cavity detuning, radio-frequency feedback and feedforward are described. Examples of digital radio-frequency phase and amplitude control for the special case of superconducting cavities are also given. Finally, a dedicated phase loop for damping synchrotron oscillations is discussed.

  16. Technology Solutions Case Study: High-Performance Walls in Hot-Dry Climates

    Energy Technology Data Exchange (ETDEWEB)

    None

    2015-04-01

    In this project,the Alliance for Residential Building Innovation (ARBI) team worked with builders in California to implement wall assemblies meeting a U-value lower than 0.050 Btu/h-ft2-°F. ARBI and its project team members helped builders identify preferred wall designs that met the requirements of their architects, structural engineers, and purchasing agents and that were acceptable to their subcontractors. Construction methods were observed and documented and construction costs obtained from builders were used to inform cost estimates for a range of advanced wall system types and insulation types. Wall framing types of 2 × 6 (16- and 24-in. on center [o.c.]) and double stud were modeled in Building Energy Optimization (BEopt™) software with cavity insulation levels ranging from R-19 to R-33 (double stud) and exterior rigid insulation of R-4, R-6, and R-8.

  17. Los mecanismos multilaterales como instrumento de la proyección española en el exterior

    National Research Council Canada - National Science Library

    Gracia Abad

    2014-01-01

    ... de la Transición Política. Desde entonces, España ha tratado de incrementar su presencia en organizaciones internacionales y mecanismos multilaterales como forma de ejecutar su política exterior...

  18. Comparison of the Structural Performance of Monolithic and Precast Reinforced Concrete Core Walls

    OpenAIRE

    Nakachi, Tadaharu

    2014-01-01

    In the core wall system in high-rise buildings, the four L-shaped core walls at the center effectively reduce seismic vibration. On the other hand, precast core walls are effective for construction because they can be built more quickly than cast-in-place core walls. In this study, a lateral loading test was conducted on a monolithic wall column simulating the corner and the area near the corner of an L-shaped core wall. The test results were compared with those of a precast wall column teste...

  19. Electromagnetic approaches to wall characterization, wall mitigation, and antenna design for through-the-wall radar systems

    Science.gov (United States)

    Thajudeen, Christopher

    of ground reflections, and situations where they may be applied to the estimation of the parameters associated with an interior wall. It is demonstrated through extensive computer simulations and laboratory experiments that, by proper exploitation of the electromagnetic characteristics of walls, one can efficiently extract the constitutive parameters associated with unknown wall(s) as well as to characterize and image the intra-wall region. Additionally, it is possible, to a large extent, to remove the negative wall effects, such as shadowing and incorrect target localization, as well as to enhance the imaging and classification of targets behind walls. In addition to the discussion of post processing the radar data to account for wall effects, the design of antenna elements used for transmit (Tx) and receive (Rx) operations in TWR radars is also discussed but limited to antennas for mobile, handheld, or UAV TWR systems which impose design requirements such as low profiles, wide operational bands, and in most cases lend themselves to fabrication using surface printing techniques. A new class of wideband antennas, formed though the use of printed metallic paths in the form of Peano and Hilbert space-filling curves (SFC) to provide top-loading properties that miniaturize monopole antenna elements, has been developed for applications in conformal and/or low profile antennas systems, such as mobile platforms for TWRI and communication systems. Additionally, boresight gain enhancements of a stair-like antenna geometry, through the addition of parasitic self-similar patches and gate like ground plane structures, are presented.

  20. Carbohydrate Loading.

    Science.gov (United States)

    Csernus, Marilyn

    Carbohydrate loading is a frequently used technique to improve performance by altering an athlete's diet. The objective is to increase glycogen stored in muscles for use in prolonged strenuous exercise. For two to three days, the athlete consumes a diet that is low in carbohydrates and high in fat and protein while continuing to exercise and…

  1. Load sensor

    NARCIS (Netherlands)

    Van den Ende, D.; Almeida, P.M.R.; Dingemans, T.J.; Van der Zwaag, S.

    2007-01-01

    The invention relates to a load sensor comprising a polymer matrix and a piezo-ceramic material such as PZT, em not bedded in the polymer matrix, which together form a compos not ite, wherein the polymer matrix is a liquid crystalline resin, and wherein the piezo-ceramic material is a PZT powder for

  2. Carbohydrate Loading.

    Science.gov (United States)

    Csernus, Marilyn

    Carbohydrate loading is a frequently used technique to improve performance by altering an athlete's diet. The objective is to increase glycogen stored in muscles for use in prolonged strenuous exercise. For two to three days, the athlete consumes a diet that is low in carbohydrates and high in fat and protein while continuing to exercise and…

  3. Fluid extraction across pumping and permeable walls in the viscous limit

    Science.gov (United States)

    Herschlag, G.; Liu, J.-G.; Layton, A. T.

    2016-04-01

    In biological transport mechanisms such as insect respiration and renal filtration, fluid travels along a leaky channel allowing material exchange with systems exterior to the channel. The channels in these systems may undergo peristaltic pumping which is thought to enhance the material exchange. To date, little analytic work has been done to study the effect of pumping on material extraction across the channel walls. In this paper, we examine a fluid extraction model in which fluid flowing through a leaky channel is exchanged with fluid in a reservoir. The channel walls are allowed to contract and expand uniformly, simulating a pumping mechanism. In order to efficiently determine solutions of the model, we derive a formal power series solution for the Stokes equations in a finite channel with uniformly contracting/expanding permeable walls. This flow has been well studied in the case in which the normal velocity at the channel walls is proportional to the wall velocity. In contrast we do not assume flow that is proportional to the wall velocity, but flow that is driven by hydrostatic pressure, and we use Darcy's law to close our system for normal wall velocity. We incorporate our flow solution into a model that tracks the material pressure exterior to the channel. We use this model to examine flux across the channel-reservoir barrier and demonstrate that pumping can either enhance or impede fluid extraction across channel walls. We find that associated with each set of physical flow and pumping parameters, there are optimal reservoir conditions that maximize the amount of material flowing from the channel into the reservoir.

  4. Static and dynamic buckling of thin-walled plate structures

    CERN Document Server

    Kubiak, Tomasz

    2013-01-01

    This monograph deals with buckling and postbuckling behavior of thin plates and thin-walled structures with flat wall subjected to static and dynamic load. The investigations are carried out in elastic range. The basic assumption here is the  thin plate theory. This method is used to determination the buckling load and postbuckling analysis of thin-walled structures subjected to static and dynamic load. The book introduces two methods for static and dynamic buckling investigation which allow for a wider understanding of the phenomenon. Two different methods also can allow uncoupling of the phenomena occurring at the same time and attempt to estimate their impact on the final result. A general mathematical model, adopted in proposed analytical-numerical method, enables the consideration of all types of stability loss i.e.local, global and interactive forms of buckling. The applied numerical-numerical method includes adjacent of walls, shear-lag phenomenon and a deplanation of cross-sections.

  5. Control of cracking in R.C. Structures: Numerical simulation of a squat shear wall

    NARCIS (Netherlands)

    Damoni, C.; Belletti, B.; Lilliu, G.

    2013-01-01

    In this paper the behavior of a squat shear wall subjected to monotonic shear loading is investigated. The study fits into the experimental program driven by CEOS.fr on modeling of the behavior of the tested mocks-ups (monotonic and cycling loading-under prevented or free shrinkage). The shear wall

  6. Fundamental Characterization of Spanwise Loading and Trailed Wake Vortices

    Science.gov (United States)

    2016-07-01

    tunnel dynamic pressure q = 70 psf, which corresponds to roughly V∞ = 280 ft/s and is shown in the paper. Initial tests allowed construction of a loading ...0.3 0.4 0.5 0.6 0.7 0.8 8 30 46.5 52.5 58.5 64.5 c n y (in) Fence plate Tunnel wall Figure 5. Example wing loading distribution from...wing between the tunnel wall and the fence. If the wing lift on the tunnel wall side of the fence is assumed to follow the loading distribution further

  7. Obtaining Approximate Values of Exterior Orientation Elements of Multi-Intersection Images Using Particle Swarm Optimization

    Science.gov (United States)

    Li, X.; Li, S. W.

    2012-07-01

    In this paper, an efficient global optimization algorithm in the field of artificial intelligence, named Particle Swarm Optimization (PSO), is introduced into close range photogrammetric data processing. PSO can be applied to obtain the approximate values of exterior orientation elements under the condition that multi-intersection photography and a small portable plane control frame are used. PSO, put forward by an American social psychologist J. Kennedy and an electrical engineer R.C. Eberhart, is a stochastic global optimization method based on swarm intelligence, which was inspired by social behavior of bird flocking or fish schooling. The strategy of obtaining the approximate values of exterior orientation elements using PSO is as follows: in terms of image coordinate observed values and space coordinates of few control points, the equations of calculating the image coordinate residual errors can be given. The sum of absolute value of each image coordinate is minimized to be the objective function. The difference between image coordinate observed value and the image coordinate computed through collinear condition equation is defined as the image coordinate residual error. Firstly a gross area of exterior orientation elements is given, and then the adjustment of other parameters is made to get the particles fly in the gross area. After iterative computation for certain times, the satisfied approximate values of exterior orientation elements are obtained. By doing so, the procedures like positioning and measuring space control points in close range photogrammetry can be avoided. Obviously, this method can improve the surveying efficiency greatly and at the same time can decrease the surveying cost. And during such a process, only one small portable control frame with a couple of control points is employed, and there are no strict requirements for the space distribution of control points. In order to verify the effectiveness of this algorithm, two experiments are

  8. Abdominal wall fat pad biopsy

    Science.gov (United States)

    Amyloidosis - abdominal wall fat pad biopsy; Abdominal wall biopsy; Biopsy - abdominal wall fat pad ... method of taking an abdominal wall fat pad biopsy . The health care provider cleans the skin on ...

  9. Mitigation of Blast Effects on Aluminum Foam Protected Masonry Walls

    Institute of Scientific and Technical Information of China (English)

    SU Yu; WU Chengqing; GRIFFITH Mike

    2008-01-01

    Terrorist attacks using improvised explosive devices (lED) can result in unreinforced masonry (URM) wall collapse.Protecting URM wall from lED attack is very complicated.An effective solution to mitigate blast effects on URM wall is to retrofit URM walls with metallic foam sheets to absorb blast energy.However,mitigation of blast effects on metallic foam protected URM walls is currently in their infancy in the world.In this palaer,numerical models are used to simulate the performance of aluminum foam protected URM walls subjected to blast loads.A distinctive model,in which mortar and brick units of masonry are discritized individually,is used to model the performance of masonry and the contact between the masonry and steel face-sheet of aluminum foam is modelled using the interface element model.The aluminum foam is modelled by a nonlinear elastoplastic material model.The material models for masonry,aluminum foam and interface are then coded into a finite element program LS-DYNA3D to perform the numerical calculations of response and damage of aluminum foam protected URM walls under airblast loads.Discussion is made on the effectiveness of the aluminum foam protected system for URM wall against blast loads.

  10. Life Cycle Assessment of Wall Systems

    Science.gov (United States)

    Ramachandran, Sriranjani

    Natural resource depletion and environmental degradation are the stark realities of the times we live in. As awareness about these issues increases globally, industries and businesses are becoming interested in understanding and minimizing the ecological footprints of their activities. Evaluating the environmental impacts of products and processes has become a key issue, and the first step towards addressing and eventually curbing climate change. Additionally, companies are finding it beneficial and are interested in going beyond compliance using pollution prevention strategies and environmental management systems to improve their environmental performance. Life-cycle Assessment (LCA) is an evaluative method to assess the environmental impacts associated with a products' life-cycle from cradle-to-grave (i.e. from raw material extraction through to material processing, manufacturing, distribution, use, repair and maintenance, and finally, disposal or recycling). This study focuses on evaluating building envelopes on the basis of their life-cycle analysis. In order to facilitate this analysis, a small-scale office building, the University Services Building (USB), with a built-up area of 148,101 ft2 situated on ASU campus in Tempe, Arizona was studied. The building's exterior envelope is the highlight of this study. The current exterior envelope is made of tilt-up concrete construction, a type of construction in which the concrete elements are constructed horizontally and tilted up, after they are cured, using cranes and are braced until other structural elements are secured. This building envelope is compared to five other building envelope systems (i.e. concrete block, insulated concrete form, cast-in-place concrete, steel studs and curtain wall constructions) evaluating them on the basis of least environmental impact. The research methodology involved developing energy models, simulating them and generating changes in energy consumption due to the above mentioned

  11. Plasticity Approach to HSC Shear Wall Design

    DEFF Research Database (Denmark)

    Liu, Lunying; Nielsen, Mogens Peter

    1998-01-01

    The paper describes a simple theory for determining the ultimate strength of shear walls. It is based on application of the theory of perfectly plastic materials. When applied to concrete the theoretical solutions must be modified by inserting into the solutions a reduced compressive strength...... to 140 MPa and reinforcement yield strengths up to 1420 MPa. The work was carried out as a Ph.D. study by the first author, the second author supervising the study.Keywords: shear wall, plasticity, strut and tie, load-carrying capacity, concrete, reinforcement....

  12. First wall thermal hydraulic models for fusion blankets

    Energy Technology Data Exchange (ETDEWEB)

    Fillo, J A

    1980-01-01

    Subject to normal and off-normal reactor conditions, thermal hydraulic models of first walls, e.g., a thermal mass barrier, a tubular shield, and a radiating liner are reviewed. Under normal operation the plasma behaves as expected in a predicted way for transient and steady-state conditions. The most severe thermal loading on the first wall occurs when the plasma becomes unstable and dumps its energy on the wall in a very short period of time (milliseconds). Depending on the plasma dump time and area over which the energy is deposited may result in melting of the first wall surface, and if the temperature is high enough, vaporization.

  13. Liquid Wall Chambers

    Energy Technology Data Exchange (ETDEWEB)

    Meier, W R

    2011-02-24

    The key feature of liquid wall chambers is the use of a renewable liquid layer to protect chamber structures from target emissions. Two primary options have been proposed and studied: wetted wall chambers and thick liquid wall (TLW) chambers. With wetted wall designs, a thin layer of liquid shields the structural first wall from short ranged target emissions (x-rays, ions and debris) but not neutrons. Various schemes have been proposed to establish and renew the liquid layer between shots including flow-guiding porous fabrics (e.g., Osiris, HIBALL), porous rigid structures (Prometheus) and thin film flows (KOYO). The thin liquid layer can be the tritium breeding material (e.g., flibe, PbLi, or Li) or another liquid metal such as Pb. TLWs use liquid jets injected by stationary or oscillating nozzles to form a neutronically thick layer (typically with an effective thickness of {approx}50 cm) of liquid between the target and first structural wall. In addition to absorbing short ranged emissions, the thick liquid layer degrades the neutron flux and energy reaching the first wall, typically by {approx}10 x x, so that steel walls can survive for the life of the plant ({approx}30-60 yrs). The thick liquid serves as the primary coolant and tritium breeding material (most recent designs use flibe, but the earliest concepts used Li). In essence, the TLW places the fusion blanket inside the first wall instead of behind the first wall.

  14. Study of Strength of RC Shear Wall at Different Location on Multi-Storied Residential Building

    Directory of Open Access Journals (Sweden)

    Syed Ehtesham Ali

    2014-09-01

    Full Text Available Shear wall systems are one of the most commonly used lateral load resisting systems in high-rise buildings. Shear walls have very high in plane stiffness and strength, which can be used to simultaneously resist large horizontal loads and support gravity loads, making them quite advantageous in many structural engineering applications. There are lots of literatures available to design and analyze the shear wall. However, the decision about the location of shear wall in multi-storey building is not much discussed in any literatures. In this paper, therefore, main focus is to determine the solution for shear wall location in multi-storey building. A RCC building of six storey placed in HYDERABAD subjected to earthquake loading in zone-II is considered. An earthquake load is calculated by seismic coefficient method using IS 1893 (PART–I:2002. These analyses were performed using ETABS.

  15. High Performance Walls in Hot-Dry Climates

    Energy Technology Data Exchange (ETDEWEB)

    Hoeschele, Marc [Alliance for Residential Building Innovation (ARBI), Davis, CA (United States); Springer, David [Alliance for Residential Building Innovation (ARBI), Davis, CA (United States); Dakin, Bill [Alliance for Residential Building Innovation (ARBI), Davis, CA (United States); German, Alea [Alliance for Residential Building Innovation (ARBI), Davis, CA (United States)

    2015-01-01

    High performance walls represent a high priority measure for moving the next generation of new homes to the Zero Net Energy performance level. The primary goal in improving wall thermal performance revolves around increasing the wall framing from 2x4 to 2x6, adding more cavity and exterior rigid insulation, achieving insulation installation criteria meeting ENERGY STAR's thermal bypass checklist. To support this activity, in 2013 the Pacific Gas & Electric Company initiated a project with Davis Energy Group (lead for the Building America team, Alliance for Residential Building Innovation) to solicit builder involvement in California to participate in field demonstrations of high performance wall systems. Builders were given incentives and design support in exchange for providing site access for construction observation, cost information, and builder survey feedback. Information from the project was designed to feed into the 2016 Title 24 process, but also to serve as an initial mechanism to engage builders in more high performance construction strategies. This Building America project utilized information collected in the California project.

  16. Thermal Performance Evaluation of Walls with Gas Filled Panel Insulation

    Energy Technology Data Exchange (ETDEWEB)

    Shrestha, Som S. [Oak Ridge National Lab. (ORNL), Oak Ridge, TN (United States); Desjarlais, Andre Omer [Oak Ridge National Lab. (ORNL), Oak Ridge, TN (United States); Atchley, Jerald Allen [Oak Ridge National Lab. (ORNL), Oak Ridge, TN (United States)

    2014-11-01

    Gas filled insulation panels (GFP) are very light weight and compact (when uninflated) advanced insulation products. GFPs consist of multiple layers of thin, low emittance (low-e) metalized aluminum. When expanded, the internal, low-e aluminum layers form a honeycomb structure. These baffled polymer chambers are enveloped by a sealed barrier and filled with either air or a low-conductivity gas. The sealed exterior aluminum foil barrier films provide thermal resistance, flammability protection, and properties to contain air or a low conductivity inert gas. This product was initially developed with a grant from the U.S. Department of Energy. The unexpanded product is nearly flat for easy storage and transport. Therefore, transportation volume and weight of the GFP to fill unit volume of wall cavity is much smaller compared to that of other conventional insulation products. This feature makes this product appealing to use at Army Contingency Basing, when transportation cost is significant compared to the cost of materials. The objective of this study is to evaluate thermal performance of walls, similar to those used at typical Barracks Hut (B-Hut) hard shelters, when GFPs are used in the wall cavities. Oak Ridge National Laboratory (ORNL) tested performance of the wall in the rotatable guarded hotbox (RGHB) according to the ASTM C 1363 standard test method.

  17. Solar heating wall

    Energy Technology Data Exchange (ETDEWEB)

    Schoenfelder, J.L.

    1983-08-16

    A solar heating wall is disclosed including a water pipe circulation system having a plurality of separate tubes, each formed as a loop, connected between a water supply and a return. The separate tubes are arranged in a single vertical plane at the approximate center of the wall. The wall is formed within a frame which is packed with a material suited for use as a thERMAL RESERVOIR, SUCH AS concrete. The frame provides extra support by having a series of horizontally disposed cross supports on one surface of the wall and a series of vertically disposed cross supports on the opposite surface A pressure relief valve may be provided between the water supply to the separate tubes and the water supply to the building or structure containing the solar wall, so that the solar wall can be adapted for use with a city water system.

  18. LOAD CARRYING CAPABILITY OF LIQUID FILLED CYLINDRICAL SHELL STRUCTURES UNDER AXIAL COMPRESSION

    Directory of Open Access Journals (Sweden)

    QASIM H. SHAH

    2011-08-01

    Full Text Available Empty and water filled cylindrical Tin (Sn coated steel cans were loaded under axial compression at varying loading rates to study their resistance to withstand accidental loads. Compared to empty cans the water filled cans exhibit greater resistance to axially applied compression loads before a complete collapse. The time and load or stroke and load plots showed three significant load peaks related to three stages during loading until the cylinder collapse. First peak corresponds to the initial structural buckling of can. Second peak occurs when cylindrical can walls gradually come into full contact with water. The third peak shows the maximum load carrying capability of the structure where pressurized water deforms the can walls into curved shape until can walls fail under peak pressure. The collapse process of water filled cylindrical shell was further studied using Smooth Particle Hydrodynamics (SPH technique in LSDYNA. Load peaks observed in the experimental work were successfully simulated which substantiated the experimental work.

  19. Nonlinear behaviour and stability of thin-walled shells

    CERN Document Server

    Obodan, Natalia I; Gromov, Vasilii A

    2013-01-01

    This book focuses on the nonlinear behaviour of thin-wall shells (single- and multilayered with delamination areas) under various uniform and non-uniform loadings. The dependence of critical (buckling) load upon load variability is revealed to be highly non-monotonous, showing minima when load variability is close to the eigenmode variabilities of solution branching points of the respective nonlinear boundary problem. A novel numerical approach is employed to analyze branching points and to build primary, secondary, and tertiary bifurcation paths of the nonlinear boundary problem for the case of uniform loading. The load levels of singular points belonging to the paths are considered to be critical load estimates for the case of non-uniform loadings.

  20. Cell Wall Proteome

    OpenAIRE

    Boudart, Georges; Minic, Zoran; Albenne, Cécile; Canut, Hervé; Jamet, Elisabeth; Pont-Lezica, Rafael F

    2007-01-01

    In this chapter, we will focus on the contribution of proteomics to the identification and determination of the structure and function of CWPs as well as discussing new perspectives in this area. The great variety of proteins found in the plant cell wall is described. Some families, such as glycoside hydrolases, proteases, lectins, and inhibitors of cell wall modifying enzymes, are discussed in detail. Examples of the use of proteomic techniques to elucidate the structure of various cell wall...

  1. Staggered domain wall fermions

    CERN Document Server

    Hoelbling, Christian

    2016-01-01

    We construct domain wall fermions with a staggered kernel and investigate their spectral and chiral properties numerically in the Schwinger model. In some relevant cases we see an improvement of chirality by more than an order of magnitude as compared to usual domain wall fermions. Moreover, we present first results for four-dimensional quantum chromodynamics, where we also observe significant reductions of chiral symmetry violations for staggered domain wall fermions.

  2. Experiment and Simulation Study on the Amorphous Silicon Photovoltaic Walls

    Directory of Open Access Journals (Sweden)

    Wenjie Zhang

    2014-01-01

    Full Text Available Based on comparative study on two amorphous silicon photovoltaic walls (a-Si PV walls, the temperature distribution and the instant power were tested; and with EnergyPlus software, similar models of the walls were built to simulate annual power generation and air conditioning load. On typical sunshine day, the corresponding position temperature of nonventilated PV wall was generally 0.5~1.5°C higher than that of ventilated one, while the power generation was 0.2%~0.4% lower, which was consistent with the simulation results with a difference of 0.41% in annual energy output. As simulation results, in summer, comparing the PV walls with normal wall, the heat per unit area of these two photovoltaic walls was 5.25 kWh/m2 (nonventilated and 0.67 kWh/m2 (ventilated higher, respectively. But in winter the heat loss of nonventilated one was smaller, while ventilated PV wall was similar to normal wall. To annual energy consumption of heating and cooling, the building with ventilated PV wall and normal wall was also similar but slightly better than nonventilated one. Therefore, it is inferred that, at low latitudes, such as Zhuhai, China, air gap ventilation is suitable, while the length to thickness ratio of the air gap needs to be taken into account.

  3. Effect of Shock Wave on Fabricated Anti-Blast Wall and Distribution Law Around the Wall Under Near Surface Explosion

    Institute of Scientific and Technical Information of China (English)

    WU Jun; LIU Jingbo; YAN Qiushi

    2008-01-01

    The loads of shock wave effect on fabricated anti-blast wall and distribution law around the wall were investigated by using near surface explosion test method and FEM.The pressure-time histories and variety law on the foreside and backside of the anti-blast wall were adopted in the tests of variety of different explosion distances and dynamites,as well as in the comparison between the test and numerical calculation.The test results show that the loads of shock wave effect on the anti-blast wall were essen-tially consistent with calculation results using criterion under surface explosion when explosion distances exceed 2 m,the distribution of overpressure behind wall was gained according to variety law based on small-large-small.It is also demonstrated that the peak overpressure behind wall had commonly appeared in wall height by 1.5--2.5 multiples,and the peak overpressures of protective building behind wall could be reduced effectively by using the fabricated anti-blast wall.

  4. Experiment on Preparation of Exterior Thermal Insulation Materials Using Metakaolin%偏高岭土制备外墙保温材料试验

    Institute of Scientific and Technical Information of China (English)

    赵英良; 邢军; 刘辉; 邱景平; 孙晓刚; 胡世强

    2016-01-01

    市场上现有无机保温材料导热系数低、保温性能差,为此,以偏高岭土为主要原料、水玻璃为碱激发剂、双氧水为发泡剂,通过聚合反应制备新型外墙保温材料,考察水玻璃用量、发泡剂用量和养护温度对保温材料密度、抗压强度和导热系数的影响。结果表明:当水玻璃与偏高岭土质量比为1.0、双氧水用量为偏高岭土质量的2%、养护温度为60℃时,获得的保温材料导热系数为0.115 W/( m·℃)、密度为356 kg/m3、抗压强度为0.821 MPa。试验结果可以为偏高岭土制备外墙保温材料工艺提供技术支持。%Existing inorganic thermal insulation materials in market has low thermal conductivity,heat preservation per-formance is poor,therefore,using metakaolin as the main raw material,sodium silicate as alkali excitation agent,aquae hydroge-nii dioxidi as foaming agent,through polymerization preparation new exterior wall thermal insulation material. Influence of dos-age of sodium silicate,dosage of foaming agent and curing temperature on the thermal insulation material density,compressive strength and coefficient of thermal conductivity were investigated. Results show that when mass ratio of sodium silicate to metakaolin is 1. 0,aquae hydrogenii dioxidi dosage of 2% mass of metakaolin,curing temperature was 60 ℃,the thermal insu-lation materials coefficient of thermal conductivity is 0. 115 W/( m ℃) , density of 356 kg/m3 , the compressive strength of 0. 821 MPa. Experimental results can provide technical support for preparation of exterior wall thermal insulation material using metakaolin.

  5. Solving the three-body Coulomb breakup problem using exterior complex scaling

    Energy Technology Data Exchange (ETDEWEB)

    McCurdy, C.W.; Baertschy, M.; Rescigno, T.N.

    2004-05-17

    Electron-impact ionization of the hydrogen atom is the prototypical three-body Coulomb breakup problem in quantum mechanics. The combination of subtle correlation effects and the difficult boundary conditions required to describe two electrons in the continuum have made this one of the outstanding challenges of atomic physics. A complete solution of this problem in the form of a ''reduction to computation'' of all aspects of the physics is given by the application of exterior complex scaling, a modern variant of the mathematical tool of analytic continuation of the electronic coordinates into the complex plane that was used historically to establish the formal analytic properties of the scattering matrix. This review first discusses the essential difficulties of the three-body Coulomb breakup problem in quantum mechanics. It then describes the formal basis of exterior complex scaling of electronic coordinates as well as the details of its numerical implementation using a variety of methods including finite difference, finite elements, discrete variable representations, and B-splines. Given these numerical implementations of exterior complex scaling, the scattering wave function can be generated with arbitrary accuracy on any finite volume in the space of electronic coordinates, but there remains the fundamental problem of extracting the breakup amplitudes from it. Methods are described for evaluating these amplitudes. The question of the volume-dependent overall phase that appears in the formal theory of ionization is resolved. A summary is presented of accurate results that have been obtained for the case of electron-impact ionization of hydrogen as well as a discussion of applications to the double photoionization of helium.

  6. TOPICAL REVIEW: Solving the three-body Coulomb breakup problem using exterior complex scaling

    Science.gov (United States)

    McCurdy, C. W.; Baertschy, M.; Rescigno, T. N.

    2004-09-01

    Electron-impact ionization of the hydrogen atom is the prototypical three-body Coulomb breakup problem in quantum mechanics. The combination of subtle correlation effects and the difficult boundary conditions required to describe two electrons in the continuum have made this one of the outstanding challenges of atomic physics. A complete solution of this problem in the form of a 'reduction to computation' of all aspects of the physics is given by the application of exterior complex scaling, a modern variant of the mathematical tool of analytic continuation of the electronic coordinates into the complex plane that was used historically to establish the formal analytic properties of the scattering matrix. This review first discusses the essential difficulties of the three-body Coulomb breakup problem in quantum mechanics. It then describes the formal basis of exterior complex scaling of electronic coordinates as well as the details of its numerical implementation using a variety of methods including finite difference, finite elements, discrete variable representations and B-splines. Given these numerical implementations of exterior complex scaling, the scattering wavefunction can be generated with arbitrary accuracy on any finite volume in the space of electronic coordinates, but there remains the fundamental problem of extracting the breakup amplitudes from it. Methods are described for evaluating these amplitudes. The question of the volume-dependent overall phase that appears in the formal theory of ionization is resolved. A summary is presented of accurate results that have been obtained for the case of electron-impact ionization of hydrogen as well as a discussion of applications to the double photoionization of helium.

  7. La ruta trazada: lineamientos generales de la política exterior brasileña

    Directory of Open Access Journals (Sweden)

    Cristóbal Reig Salinas

    2012-01-01

    Full Text Available El artículo intenta dar una visión panorámica de la política exterior brasileña a través de sus objetivos, principios y conceptos, junto con destacar la importancia de su diplomacia. Se explora también la política regional de Brasil y su relación bilateral con Estados Unidos, abarcando hasta el período de post-guerra fría, durante el gobierno de Fernando Henrique Cardoso.

  8. La “caja negra” de la política exterior estadounidense en Oriente Medio

    OpenAIRE

    2013-01-01

    La política exterior estadounidense en Medio Oriente ha sido una cuestión que ha ocupado un papel capital tanto en estudios presentados desde diversas disciplinas como en las discusiones del publico en general. Siguiendo con este interes, Noam Chomsky, lingüística y activista politico norteamericano y Gibert Achcar, profesor de Politicas y Relaciones Internacionales que vivió varios años en Libano, deciden enriquecer y profundizar los conocimientos frente al tema de una manera novedosa, a tra...

  9. Quasilinear differential equations in exterior domains with nonlinear boundary conditions and application

    Directory of Open Access Journals (Sweden)

    Nicolae Tarfulea

    2009-10-01

    Full Text Available We investigate the existence of weak solutions to a class of quasilinear elliptic equations with nonlinear Neumann boundary conditions in exterior domains. Problems of this kind arise in various areas of science and technology. An important model case related to the initial data problem in general relativity is presented. As an application of our main result, we deduce the existence of the conformal factor for the Hamiltonian constraint in general relativity in the presence of multiple black holes. We also give a proof for uniqueness in this case.

  10. Análisis geográfico de las relaciones comerciales exteriores de Canarias

    OpenAIRE

    Ramón Díaz Hernández; Josefina Domínguez Mujica

    2013-01-01

    Durante la década de los noventa, el comercio exterior de Canarias empieza a sentir los efectos de la incorporación de España a la Unión Europea (1986). La armonización de los mercados de destino y de origen, a resultas de este hecho, rompe poco a poco con las ventajas comerciales tradicionales de las Islas. Ello supone, a la vez, una mayor vinculación con Europa y un estrechamiento de los intercambios con el resto del Estado Español. No obstante, como resultado de una rica experiencia mercan...

  11. Fungistatic Performance of 10,10'-Oxybisphenoxarsine in Exterior Latex and Asphalt Coatings.

    Science.gov (United States)

    Wolf, P A; Riley, W H

    1965-01-01

    10, 10'-Oxybisphenoxarsine has been found to be outstanding in its activity against bacteria and fungi. Parallel tests with known fungistats for comparison (2,3,4,6-tetrachlorophenol and phenylmercuric acetate) have demonstrated its superior activity and persistence in an exterior acrylate paint film and in an asphalt coating. In view of its superior antimicrobial activity and its persistence, it can be used in applications in which there is no danger of its ingestion. Further field trials are in progress to evaluate 10, 10'oxybisphenoxarsine in paint, asphalt, wood, and in marine pilings.

  12. The exterior cusp and its boundary with the magnetosheath: Cluster multi-event analysis

    Directory of Open Access Journals (Sweden)

    B. Lavraud

    2004-09-01

    Full Text Available We report on the observation of three high-altitude cusp crossings by the Cluster spacecraft under steady northward IMF conditions. The focus of this study is on the exterior cusp and its boundaries. At the poleward edge of the cusp, large downward jets are present; they are characterized by a dawn-dusk component of the convection velocity opposite to the IMF By direction and a gradual evolution (velocity filter effect corresponding to an injection site located at the high-latitude magnetopause tailward of the cusp, with subsequent sunward convection. As one moves from the poleward edge into the exterior cusp proper, the plasma gradually becomes stagnant as the result of the mirroring and scattering of the aforementioned plasma flows. The existence of such a stagnant region (Stagnant Exterior Cusp: SEC is found in all events studied here even when the IMF By is large and the clock angle is ~90°. The SEC-magnetosheath boundary appears as a spatial structure that has a normal component of the magnetic field pointing inward, in accordance with a probable connection between the region and the magnetosheath (with northward field. This boundary generally has a deHoffmann-Teller velocity that is slow and oriented sunward and downward, compatible with a discontinuity propagating from a location near the high-latitude magnetopause. Although the tangential stress balance is not always satisfied, the SEC-magnetosheath boundary is possibly a rotational discontinuity. Just outside this boundary, there exists a clear sub-Alfvénic plasma depletion layer (PDL. These results are all consistent with the existence of a nearly steady reconnection site at the high-latitude magnetopause tailward of the cusp. We suggest that the stability of the external discontinuity (and of the whole region is maintained by the presence of the sub-Alfvénic PDL. However, examination of the electron data shows the presence of heated electrons

  13. ANÁLISIS REGIONAL DEL COMERCIO EXTERIOR AGROALIMENTARIO EN ESPAÑA

    OpenAIRE

    VICENT TUÑAS, RAMÓN

    2015-01-01

    [ES] En el trabajo se han analizado los principales resultados de los sectores exteriores agroalimentarios de las comunidades autónomas (CCAA) durante el período 2009 a 2012 en base a una serie de indicadores de competitividad comercial. Estos indicadores se nutren de los datos de producción, importación y exportación regional. Se ha realizado un desglose por subsectores agroalimentarios. Las regiones han tenido evoluciones distintas, si bien tras haber analizado los tres pr...

  14. Imigrantes e espaços públicos exteriores em Portugal

    OpenAIRE

    2009-01-01

    A composição multi-étnica das sociedades e a correspondente mutação na paisagem cultural das cidades leva à necessidade de reconhecimento de uma nova amplitude de necessidades, preferências e padrões de utilização dos espaços públicos exteriores por parte de diferentes comunidades com diferentes experiências culturais. Para a arquitectura paisagista, como para outras disciplinas de planeamento e desenho urbano, torna-se cada vez mais pertinente entender as necessidades destas novas sociedades...

  15. Posmodernismo y constructivismo: su utilidad para analizar la política exterior colombiana

    OpenAIRE

    Leonardo Carvajal H.

    2009-01-01

    La política exterior colombiana tradicionalmente ha sido diseñada y ejecutada de manera reactiva e improvisada, sin mayores reflexiones teóricas y conceptuales sobre el entorno internacional en el que se desarrolla, ni sobre las variables que la afectan, los objetivos que busca, ni en relación con las herramientas con las que se construirá dicha política pública. Este artículo presenta, en forma sucinta, los planteamientos de las teorías del posmodernismo y el constructivismo en relaciones in...

  16. Discrete exterior calculus (DEC) for the surface Navier-Stokes equation

    CERN Document Server

    Nitschke, Ingo; Voigt, Axel

    2016-01-01

    We consider a numerical approach for the incompressible surface Navier-Stokes equation. The approach is based on the covariant form and uses discrete exterior calculus (DEC) in space and a semi-implicit discretization in time. The discretization is described in detail and related to finite difference schemes on staggered grids in flat space for which we demonstrate second order convergence. We compare computational results with a vorticity-stream function approach for surfaces with genus 0 and demonstrate the interplay between topology, geometry and flow properties. Our discretization also allows to handle harmonic vector fields, which we demonstrate on a torus.

  17. Variations of Hodge Structure Considered as an Exterior Differential System: Old and New Results

    Directory of Open Access Journals (Sweden)

    James Carlson

    2009-09-01

    Full Text Available This paper is a survey of the subject of variations of Hodge structure (VHS considered as exterior differential systems (EDS. We review developments over the last twenty-six years, with an emphasis on some key examples. In the penultimate section we present some new results on the characteristic cohomology of a homogeneous Pfaffian system. In the last section we discuss how the integrability conditions of an EDS affect the expected dimension of an integral submanifold. The paper ends with some speculation on EDS and Hodge conjecture for Calabi-Yau manifolds.

  18. Lie Symmetry Analysis of the Inhomogeneous Toda Lattice Equation via Semi-Discrete Exterior Calculus

    Science.gov (United States)

    Liu, Jiang; Wang, Deng-Shan; Yin, Yan-Bin

    2017-06-01

    In this work, the Lie point symmetries of the inhomogeneous Toda lattice equation are obtained by semi-discrete exterior calculus, which is a semi-discrete version of Harrison and Estabrook’s geometric approach. A four-dimensional Lie algebra and its one-, two- and three-dimensional subalgebras are given. Two similarity reductions of the inhomogeneous Toda lattice equation are obtained by using the symmetry vectors. Supported by National Natural Science Foundation of China under Grant Nos. 11375030, 11472315, and Department of Science and Technology of Henan Province under Grant No. 162300410223 and Beijing Finance Funds of Natural Science Program for Excellent Talents under Grant No. 2014000026833ZK19

  19. LA POLÍTICA EXTERIOR DE MÉXICO HACIA SUDAMÉRICA, 1900-1910

    OpenAIRE

    2012-01-01

    La política exterior mexicana hacia Sudamérica durante la última década del gobierno de Porfirio Díaz no fue univoca, encerró distintos ritmos y diferentes intereses. Ciertamente, tampoco fue la misma que se asumió frente a Estados Unidos porque como se sabe las condiciones eran otras. La postura de los operadores de la diplomacia mexicana se guió por la posición de México frente a la nación representada, por los objetivos perseguidos y el contexto del momento. En efecto, la ca...

  20. THE ARTIFICIAL BOUNDARY CONDITION FOR EXTERIOR OSEEN EQUATION IN 2-D SPACE

    Institute of Scientific and Technical Information of China (English)

    Chun-xiong Zheng; Hou-de Han

    2002-01-01

    A finite element method for the solution of Oseen equation in exterior domain is proposed. In this method, a circular artificial boundary is introduced to make the computational domain finite. Then, the exact relation between the normal stress and the prescribed velocity field on the artificial boundary can be obtained analytically. This relation can serve as an boundary condition for the boundary value problem defined on the finite domain bounded by the artificial boundary. Numerical experiment is presented to demonstrate the performance of the method.

  1. Acción exterior de la Comunidad Autónoma

    OpenAIRE

    Mangas, Araceli

    2008-01-01

    Este trabajo analiza la proyección internacional de la región de Castilla y León, en especial, los medios directos como los acuerdos de colaboración con regiones de otros Estados, la representación en organismos internacionales, las oficinas de representación en el exterior, la cooperación al desarrollo y la cooperación transfronteriza, y los medios indirectos como la participación y ejecución de acuerdos internacionales del España.

  2. NONLINEAR GALERKIN METHOD FOR THE EXTERIOR NONSTATIONARY NAVIER-STOKES EQUATIONS

    Institute of Scientific and Technical Information of China (English)

    何银年; 李开泰

    2002-01-01

    A new algorithm combining nonlinear Galerkin method and coupling method of finite element and boundary element is introduced to solve the exterior nonstationary Navier-Stokes equations. The regularity of the coupling variational formulation and the convergence of the approximate solution corresponding to the algorithm are proved. If the fine mesh h is choosed as coarse mesh H-sgure, the nonlinear Galerkin method, nonlinearity is only treated on the coarse grid and linearity is treated on the fine grid. Hence, the new algorithm can save a large amount of computational time.

  3. Ciudad y comunicación publicitaria: Análisis de la publicidad exterior outdoors

    OpenAIRE

    García Carrizo, Jennifer

    2015-01-01

    La publicidad exterior outdoors se erige en el espacio urbano formando parte de él. A pesar de que algunos autores la rechazan argumentando que es una de las mayores fuentes de contaminación visual de la urbe, en esta investigación se pretende defender como un elemento indispensable de la misma a través del cual se pueden conseguir sinergias positivas para ambas. Así, a través de una revisión bibliográfica con su correspondiente análisis de contenido, se pretende hacer una aproximación a las ...

  4. DOMAIN DECOMPOSITION WITH NONMATCHING GRIDS FOR EXTERIOR TRANSMISSION PROBLEMS VIA FEM AND DTN MAPPING

    Institute of Scientific and Technical Information of China (English)

    Ju-e Yang; De-hao Yu

    2006-01-01

    In this paper, we are concerned with a non-overlapping domain decomposition method (DDM) for exterior transmission problems in the plane. Based on the natural boundary integral operator, we combine the DDM with a Dirichlet-to-Neumann (DtN) mapping and provide the numerical analysis with nonmatching grids. The weak continuity of the approximation solutions on the interface is imposed by a dual basis multiplier. We show that this multiplier space can generate optimal error estimate and obtain the corresponding rate of convergence. Finally, several numerical examples confirm the theoretical results.

  5. Propuesta de internacionalización del Master en Comercio Exterior

    OpenAIRE

    Babé Núñez, José

    2013-01-01

    Este trabajo presenta una propuesta de internacionalización del Máster de Comercio Exterior de la Facultad de Comercio de la UVA, en México. Ofrece una visión dinámica de este proceso y de las opciones que existen de distribución. Incluye, la metodología para elegir un mercado objetivo, un estudio del sector educativo del postgrado en México y define la estrategia de marketing para su venta. Asimismo, incluye un diagrama de Gantt con las actividades programadas para el éxito de...

  6. ARTIFICIAL BOUNDARY METHOD FOR THE THREE-DIMENSIONAL EXTERIOR PROBLEM OF ELASTICITY

    Institute of Scientific and Technical Information of China (English)

    Hou-de Han; Chun-xiong Zheng

    2005-01-01

    The exact boundary condition on a spherical artificial boundary is derived for thethree-dimensional exterior problem of linear elasticity in this paper. After this boundary condition is imposed on the artificial boundary, a reduced problem only defined in a bounded domain is obtained. A series of approximate problems with increasing accuracy can be derived if one truncates the series term in the variational formulation, which is equivalent to the reduced problem. An error estimate is presented to show how the error depends on the finite element discretization and the accuracy of the approximate problem.In the end, a numerical example is given to demonstrate the performance of the proposed method.

  7. Onda corta vs. radio online. Radio Exterior de España en la era digital

    OpenAIRE

    Fernández Cuesta, Antonio

    2013-01-01

    Fernández Cuesta, Antonio (2013). Onda corta vs. radio online. Radio Exterior de España en la era digital. En: adComunica. Revista Científica de Estrategias, Tendencias e Innovación en Comunicación, nº5. Castellón: Asociación para el Desarrollo de la Comunicación adComunica, Universidad Complutense de Madrid y Universitat Jaume I, 251-254. DOI: http://dx.doi.org/10.6035/2174- 0992.2013.5.16

  8. A FEM-BEM FORMULATION FOR AN EXTERIOR QUASILINEAR ELLIPTIC PROBLEM IN THE PLANE

    Institute of Scientific and Technical Information of China (English)

    Dongjie Liu; Dehao Yu

    2008-01-01

    In this paper, the finite element method and the boundary element method are combined to solve numerically an exterior quasilinear elliptic problem. Based on an appropriate transformation and the Fourier series expansion, the exact qnasilinear artificial boundary conditions and a series of the corresponding approximations for the given problem are presented. Then the original problem is reduced into an equivalent problem defined in a bounded computational domain. We provide error estimate for the Galerkin method. Numerical results are presented to illustrate the theoretical results.

  9. Isogeometric finite element analysis of time-harmonic exterior acoustic scattering problems

    CERN Document Server

    Khajah, Tahsin; Bordas, Stéphane P A

    2016-01-01

    We present an isogeometric analysis of time-harmonic exterior acoustic problems. The infinite space is truncated by a fictitious boundary and (simple) absorbing boundary conditions are applied. The truncation error is included in the exact solution so that the reported error is an indicator of the performance of the isogeometric analysis, in particular of the related pollution error. Numerical results performed with high-order basis functions (third or fourth orders) showed no visible pollution error even for very high frequencies. This property combined with exact geometrical representation makes isogeometric analysis a very promising platform to solve high-frequency acoustic problems.

  10. Mechanical Properties of Plant Cell Walls Probed by Relaxation Spectra

    DEFF Research Database (Denmark)

    Hansen, Steen Laugesen; Ray, Peter Martin; Karlsson, Anders Ola

    2011-01-01

    Transformants and mutants with altered cell wall composition are expected to display a biomechanical phenotype due to the structural role of the cell wall. It is often quite difficult, however, to distinguish the mechanical behavior of a mutant's or transformant's cell walls from that of the wild...... type. This may be due to the plant’s ability to compensate for the wall modification or because the biophysical method that is often employed, determination of simple elastic modulus and breakstrength, lacks the resolving power necessary for detecting subtle mechanical phenotypes. Here, we apply...... a method, determination of relaxation spectra, which probes, and can separate, the viscoelastic properties of different cell wall components (i.e. those properties that depend on the elastic behavior of load-bearing wall polymers combined with viscous interactions between them). A computer program, Bayes...

  11. Mechanical Properties of Plant Cell Walls Probed by Relaxation Spectra

    DEFF Research Database (Denmark)

    Hansen, Steen Laugesen; Ray, Peter Martin; Karlsson, Anders Ola

    2011-01-01

    Transformants and mutants with altered cell wall composition are expected to display a biomechanical phenotype due to the structural role of the cell wall. It is often quite difficult, however, to distinguish the mechanical behavior of a mutant's or transformant's cell walls from that of the wild...... type. This may be due to the plant’s ability to compensate for the wall modification or because the biophysical method that is often employed, determination of simple elastic modulus and breakstrength, lacks the resolving power necessary for detecting subtle mechanical phenotypes. Here, we apply...... a method, determination of relaxation spectra, which probes, and can separate, the viscoelastic properties of different cell wall components (i.e. those properties that depend on the elastic behavior of load-bearing wall polymers combined with viscous interactions between them). A computer program, Bayes...

  12. Sequential buckling of an elastic wall

    Science.gov (United States)

    Bico, Jose; Bense, Hadrien; Keiser, Ludovic; Roman, Benoit; Melo, Francisco; Abkarian, Manouk

    A beam under quasistatic compression classically buckles beyond a critical threshold. In the case of a free beam, the lowest buckling mode is selected. We investigate the case of a long ``wall'' grounded of a compliant base and compressed in the axial compression. In the case of a wall of slender rectangular cross section, the selected buckling mode adopts a nearly fixed wavelength proportional to the height of the wall. Higher compressive loads only increase the amplitude of the buckle. However if the cross section has a sharp shape (such as an Eiffel tower profile), we observe successive buckling modes of increasing wavelength. We interpret this unusual evolution in terms of scaling arguments. At small scales, this variable periodicity might be used to develop tunable optical devices. We thank ECOS C12E07, CNRS-CONICYT, and Fondecyt Grant No. N1130922 for partially funding this work.

  13. Retrofitting Masonry Walls with Carbon Mesh

    Directory of Open Access Journals (Sweden)

    Patrick Bischof

    2014-01-01

    Full Text Available Static-cyclic shear load tests and tensile tests on retrofitted masonry walls were conducted at UAS Fribourg for an evaluation of the newly developed retrofitting system, the S&P ARMO-System. This retrofitting system consists of a composite of carbon mesh embedded in a specially adapted high quality spray mortar. It can be applied with established construction techniques using traditional construction materials. The experimental study has shown that masonry walls reinforced by this retrofitting system reach a similar strength and a higher ductility than retrofits by means of bonded carbon fiber reinforced polymer sheets. Hence, the retrofitting system using carbon fiber meshes embedded in a high quality mortar constitutes a good option for static or seismic retrofits or reinforcements for masonry walls. However, the experimental studies also revealed that the mechanical anchorage of carbon mesh may be delicate depending on its design.

  14. Hollow clay tile wall program summary report

    Energy Technology Data Exchange (ETDEWEB)

    Henderson, R.C.; Jones, W.D. [Gilbert/Commonwealth, Inc., Oak Ridge, TN (United States); Beavers, J.E. [MS Technology, Inc. (United States)

    1995-07-30

    Many of the Y-12 Plant buildings, constructed during the 1940s and 1950s, consist of steel ed concrete framing infilled with hollow clay tile (HCT). The infill was intended to provide for building enclosure and was not designed to have vertical or lateral load-carrying capacity. During the late 1970s and early 1980s, seismic and wind evaluations were performed on many of these buildings in conjunction with the preparation of a site-wide safety analysis report. This analytical work, based on the best available methodology, considered lateral load-carrying capacity of the HCT infill on the basis of building code allowable shear values. In parallel with the analysis effort, DOE initiated a program to develop natural phenomena capacity and performance criteria for existing buildings, but these criteria did not specify guidelines for determining the lateral force capacity of frames infilled with HCT. The evaluation of infills was, therefore, based on the provisions for the design of unreinforced masonry as outlined in standard masonry codes. When the results of the seismic and wind evaluations were compared with the new criteria, the projected building capacities fell short of the requirements. Apparently, if the buildings were to meet the new criteria, many millions of dollars would be required for building upgrades. Because the upgrade costs were significant, the assumptions and approaches used in the analyses were reevaluated. Four issues were identified: (1) Once the infilled walls cracked, what capacity (nonlinear response), if any, would the walls have to resist earthquake or wind loads applied in the plane of the infill (in-plane)? (2) Would the infilled walls remain within the steel or reinforced concrete framing when subjected to earthquake or high wind loads applied perpendicular to the infill (out-of-plane)? (3) What was the actual shear capacity of the HCT infill? (4) Was modeling the HCT infill as a shear wall the best approach?

  15. Displacement ductility for seismic design of RC walls for low-rise housing

    OpenAIRE

    Carrillo,Julian; González, Giovanni; Rubiano, Astrid

    2014-01-01

    The paper compares and discusses displacement ductility ratios of reinforced concrete walls typically used in one- and two-story houses. Ductility is investigated by assessing response measured on 39 walls tested under shaking table excitations and quasi-static lateral loads. Variables studied were the height-to-length ratio and walls with openings, type of concrete and, steel ratio and type of web reinforcement. An equation to estimate the available ductility of a wall is proposed. Based on ...

  16. Micro-aerial vehicle type wall-climbing robot mechanism for structural health monitoring

    Science.gov (United States)

    Shin, Jae-Uk; Kim, Donghoon; Kim, Jong-Heon; Myung, Hyun

    2013-04-01

    Currently, the maintenance or inspection of large structures is labor-intensive, so it has a problem of the large cost due to the staffing professionals and the risk for hard to reach areas. To solve the problem, the needs of wall-climbing robot are emerged. Infra-based wall-climbing robots to maintain an outer wall of building have high payload and safety. However, the infrastructure for the robot must be equipped on the target structure and the infrastructure isn't preferred by the architects since it can injure the exterior of the structure. These are the reasons of why the infra-based wall-climbing robot is avoided. In case of the non-infra-based wall-climbing robot, it is researched to overcome the aforementioned problems. However, most of the technologies are in the laboratory level since the payload, safety and maneuverability are not satisfactory. For this reason, aerial vehicle type wall-climbing robot is researched. It is a flying possible wallclimbing robot based on a quadrotor. It is a famous aerial vehicle robot using four rotors to make a thrust for flying. This wall-climbing robot can stick to a vertical wall using the thrust. After sticking to the wall, it can move with four wheels installed on the robot. As a result, it has high maneuverability and safety since it can restore the position to the wall even if it is detached from the wall by unexpected disturbance while climbing the wall. The feasibility of the main concept was verified through simulations and experiments using a prototype.

  17. International Divider Walls

    NARCIS (Netherlands)

    Kruis, A.; Sneller, A.C.W.(L.)

    2013-01-01

    The subject of this teaching case is the Enterprise Resource Planning (ERP) system implementation at International Divider Walls, the world market leader in design, production, and sales of divider walls. The implementation in one of the divisions of this multinational company had been successful, a

  18. Domain wall filters

    CERN Document Server

    Bär, O; Neuberger, H; Witzel, O; Baer, Oliver; Narayanan, Rajamani; Neuberger, Herbert; Witzel, Oliver

    2007-01-01

    We propose using the extra dimension separating the domain walls carrying lattice quarks of opposite handedness to gradually filter out the ultraviolet fluctuations of the gauge fields that are felt by the fermionic excitations living in the bulk. This generalization of the homogeneous domain wall construction has some theoretical features that seem nontrivial.

  19. Thin Wall Iron Castings

    Energy Technology Data Exchange (ETDEWEB)

    J.F. Cuttino; D.M. Stefanescu; T.S. Piwonka

    2001-10-31

    Results of an investigation made to develop methods of making iron castings having wall thicknesses as small as 2.5 mm in green sand molds are presented. It was found that thin wall ductile and compacted graphite iron castings can be made and have properties consistent with heavier castings. Green sand molding variables that affect casting dimensions were also identified.

  20. International Divider Walls

    NARCIS (Netherlands)

    Kruis, A.; Sneller, A.C.W.(L.)

    2013-01-01

    The subject of this teaching case is the Enterprise Resource Planning (ERP) system implementation at International Divider Walls, the world market leader in design, production, and sales of divider walls. The implementation in one of the divisions of this multinational company had been successful,