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Online since: February 2012
Authors: Li Liang, Sun Qin
The model utilized bar, triangular and quadrilateral elements, and the properties of the elements were given according to engineering experience.
The model utilized bar, triangular and quadrilateral elements, and the properties of the elements were given according to engineering experience.
Supersonic bi-directional flying wing,conceptual disign of a high speed civil transport.
Online since: February 2012
Authors: Yi Jia Li, Jing Jian
Experimental Study on Anti-permeability of Cellulose Fiber and Hybrid Fiber Concrete Yijia Li1,2,a, Jing Jian 2,b 1School of Civil Engineering, Tianjin University, No.92, Weijin Road, Tianjin, 300072, China 2School of Management, Tianjin University of Technology, No.391, Binshuixidao, Tianjin, 300384, China aliyijia_tjut@126.com, bjessi312@126.com Keywords: Concrete, Anti-permeability, Cellulose fiber, Steel fiber, Permeability coefficient.
Providing date and suggestion for engineering.
Online since: September 2018
Authors: Larisa F. Kirilchik, Oleg A. Gubeladze, Avtandil R. Gubeladze
Maintenance of temperature parameters of the microclimate should be carried out with a high efficiency index of a complex of optimal engineering solutions, methods and means of rational consumption of energy saving and the use of renewable sources of energy [2, 3].
Building Regulations II-11-77, Civil Defense Facilities
Series: Engineering. 4 (1998) 14-18
Online since: February 2012
Authors: Ya Wang, Zhan Yu Bu, Lei Hu
Seismic Behavior of Precast Segmental Bridge Columns with Carbon Fibre Reinforcement as Energy Dissipation Bars Ya Wanga, Zhan Yu Bub and Lei Huc Faculty of Architecture, Civil Engineering and Environment, Ningbo University, Ningbo, China ahswangya@gmail.com, bbuzhanyu@yahoo.com.cn, chulei27@sina.cn Keywords: precast, concrete column, pseudo static test, seismic response, carbon fibre bar, energy dissipation Abstract.
Journal of Zhejiang University (Engineering Science), Vol. 39(2005), No. 10, p. 1589-1595.
Online since: May 2012
Authors: Guo Chao Han, Min Li Zhang
Application of Spatial Decision Support System in Real Estate Appraisal Minli Zhang1,a, Guochao Han2,b 1 School of Civil Engineering and science, Yangzhou University, Jiangsu, Yangzhou, 225127, China 2 Information Science and Engineering College, Yangzhou University, Yangzhou, 225127, China ayzzhangml@163.com, bhgc0511@126.com Keywords:Real estate evaluation, decision support systems (DSS), geographic information systems (GIS), spatial decision support system (SDSS) Abstract: After the economic crisis in 2009, the real estate market has gone through a temporary prosperity, but now it is undergoing the country’s another round of macro control.
Online since: May 2020
Authors: Vira Vakhrusheva, Nataliia Hruzin, Ihor Tiutieriev, Oleksandr Malysh
Influence of Texture on Mechanical Properties of Titanium Alloy Tubes Vira Vakhrusheva1,a*, Nataliia Hruzin1,b, Ihor Tiutieriev1,c and Oleksandr Malysh2,d 1Department of Materials Science and Material Processing, SHEI “Prydniprovska State Academy of Civil Engineering and Architecture”,24a, Chernyshevskoho St., Dnipro, 49005, Ukraine 2State Enterprise “Scientific Research Tube Institute”, 1-a, Pisarzhevsky Str., 49600, Dnipro, Ukraine a*vs062@ukr.net, btulenik@ukr.net, ctiutieriev.ihor@pgasa.dp.ua, dpostmaster@vniti.dp.ua Keywords: titanium alloy, tubes, mechanical properties, texture, contractile strain ratio (CSR) Abstract.
Zirconium alloys in nuclear power engineering.
Online since: May 2012
Authors: Shou Qin Zhu, Hong Huan Cui, Quan Chao Bi
Study on the influencing factors of the durability of urban reinforced concrete bridges in Hebei province Quan-chao BIa, Shou-qin ZHUb ,Hong-huan CUIc Hebei Institute of Architecture and Civil Engineering, Zhangjiakou 075024, Hebei, P.R.China abenlad@sina.com, bfeifan928@sina.com, czhanliqun@126.com Keywords: reinforced concrete bridge; durability; the environment for work Abstract.
Begin from 2002, Beijing city took the lead in research and use the new snow removing agent instead of NaCl, in order to protect plant and concrete structures against corrosion. " a research about high durability concrete in small parts ",a research report from the Tongji University Institute of Materials Engineering shows that under the conditions of NaCl in 4% concentration , salt Denudation Quantity of new snow removing agent to unit area on the concrete frost is 1 / 4 ~ 1 / 5 ( 20 cycles ) of NaCI, but the effect is far worse than NaCl, with the concentration increased, concrete Denudation Quantity caused by new snow removing agent increases apparently. 1.2 Carbonization Concrete carbonization is a process that CO2 in the air will react with hydration of cement minerals in the moisture conditions .
Online since: May 2012
Authors: Mian Tang, Xu Hui He, Yu Cai Ning, Xia Xu
Research of the practical calculation method and procedure Of long self-anchored suspension bridge Mian Tang1, a, Yucai Ning1,b , Xia Xu1,c, Xuhui He1 1Central South University School of Civil Engineering ,Changsha ,Hunan, China Email:atangmian513@163.com, bnyczcy@163.com, chood-asd@163.com Keywords: suspension bridge;self-anchored;principle of virtual displacement.
Engineering Structure,2001 [5]Mian Tang ,Zhenqing Chen , Wind-Tunnel Tests with Sanchaji Self-anchored Suspension Bridges, Progress In Safety Science and Technology[C].ChangSha:2006
Online since: May 2011
Authors: Qian Wu, Hua Tang, Shu Hua Gao
Strategy Evaluation System of Large-scale Public Buildings in Emergency Crisis Qian Wua, Shuhua Gaob and Hua Tangc School of Civil Engineering, Xi’an University of Architecture &Technology, Shanxi, Xi’an, 710055, China awqian1983@126.com, bgsh_8686@163.com, chuatang1896@126.com Key words: Emergency; Large-scale Public Buildings; Crisis Strategy; Evaluation Index Abstract.
Journal of Engineering Management, 2010.02(In Chinese) [4] Shubai Xu.
Online since: September 2011
Authors: Wei Xu, Feng Xu, Xian Zhang Hou, Xue Fei Zhang
Study on External Prestressed Concrete-filled Steel Tubular Flexural Member Wei Xu 1,a, Xian-Zhang Hou1,b , Feng Xu 1,c and Xue-Fei Zhang 1,d 1.College of Civil Engineering,Shenyng Jianzhu University,Shenyang110168,China a cewxu@sjzu.edu.cn, btihxz0417@yahoo.com.cn, ccefxu@sjzu.edu.cn, dzxfzxf111@126.com Keywords: external prestress; concrete-filled steel tube(CFST);member in bending Abstract: According to good property of concrete-filled steel tubes(CFST) when they are subjected to compression load and their disadvantage to bending load.
Introduction Concrete-filled steel tube is able to adapt to the large modern engineering structures cross, heavy, high-rise development, moreover, it also meets the need to withstand harsh environmental conditions.
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