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Steel Truss Girder Bridge Reinforcement Removing Phase Analysis of Stress Dynamic Monitoring Zhou Yang1,a Shi Junfeng2,b Yu Tianqing3,c 1School of Civil Engineering and Architecture Hubei University of Technology Wuhan, China 2School of Civil Engineering and Architecture Hubei University of Technology Wuhan, China 3School of Civil Engineering and Architecture Hubei University of Technology Wuhan, China ae-mail: 165266036@qq.com be-mail: 592297026@qq.com ce-mail: tqyu517@qq.com Keywords: Steel girder Dangerous bridge remove simulation Actual monitoring Data analysis Abstract.By taking a simple supported concrete-filled steel truss bridge as the research object in Guangzhou, some jobs have been done such as the simulating calculation and the real-time monitoring of side span steel girder during the jacking construction procedure, and contrast analysis was conducted between the calculating stress value and the measured stress value, which may draw a conclusion that
Bridge deformation monitoring is to monitor the overall performance of the bridge, it's based on engineering measurement principle, technical and precision measuring instruments, displacement and deformation of the bridge in the vertical and horizontal directions on a regular basis or real-time monitoring, and by drawing the corresponding displacement deformation impact line or influence surface to monitor the bridge various parts of the displacement of the deformation state, predict its deformation law, provide the basis for bridge maintenance, conservation and management decision-making and guidance.

., School of Civil Engineering, Universiti Sains Malaysia (Penang, 14300, Malaysia) 2Student, School of Civil Engineering, Universiti Sains Malaysia (Penang, 14300, Malaysia) 3Engineering Campus Universiti Sains Malaysia 14300 Nibong Tebal, Penang, Malaysia 4Center of Excellence Geopolymer & Green Technology, Perlis, Malaysia.
Journal of Hydraulic Engineering. 110 : 1855-1859
International Journal of Civil & Environmental Engineering IJCEE-IJENS. 10(6) [6] Tokyay, T.

Analysis on fire resistance of reinforced concrete beams base on the failure probability Zhenqing Wang1,a, Zhicheng Xue1,2,b and Mu Qiao1,c 1 College of Aerospace and Civil Engineering, Harbin Engineering University, Harbin, China 2 College of Architecture and Civil Engineering, Heilongjiang Institute of Science and Technology, a wangzhenqing@hrbeu.edu.cn, bxuezhicheng0630@163.com,cqmqmqm23@163.com Keywords: reliability; reinforced concrete; high temperature; crack; fire resistance Abstract.
Introduction The analysis theory and the manner, in which accurately describe the deterioration of reinforced concrete beams under the action of the fire, is one of the hot issues studied in civil engineering.

Finite Element Analysis of Thermal Stress for Cable-stayed Bridge Tower with Cracks Zhongren Feng1, a, Jian Shen2,b and Xiongjiang Wang3,c 1 School of Civil Engineering and Architecture, Wuhan University of Technology, Luoshi Road 122#, Wuhan, Hubei P.R.China 430070 2 School of Civil Engineering and Architecture, Wuhan University of Technology, Luoshi Road 122#, Wuhan, Hubei P.R.China 430070 3School of Civil Engineering and Architecture, Wuhan University of Technology, Luoshi Road 122#, Wuhan, Hubei P.R.China 430070 afengz515@163.com, b894282069@qq.com, cwangxiongjiang@163.com Key words: mass reinforced concrete, ABAQUS application, thermal stress, crack propagation Abstract: The application of ABAQUS in thermal stress analysis of mass reinforced concrete, focusing on the temperature field, crack propagation, ABAQUS modeling, finite element analysis approaches of thermal stress, is reviewed first in this paper.
Vol. 6 (1976), p. 773 [4] ZhangWei, WuHegao, SuKa: Journal of Hydroelectric Engineering.

Deformation Calculation of Prestressed Steel Reinforced Concrete Beam under Long-term Loading Mu Guang Bo1,a and Wang Lian Guang2,b 1College of Petroleum Engineering, Liaoning ShiHua University, Fushun, 113001, China 2School of Resources and Civil Engineering, Northeastern University, Shenyang, 110004, China amuguangbo2005@sina.com, blgwangneu@hotmail.com Key words: Prestressed Steel Reinforced Concrete; Long-Term Load; Creep; Deformation Abstract.
So it should be thought much of by civil engineer, and be watched effectively during construction and use.
China Civil Engineering Journal, Vol.3(1993), P. 66-68.

Lateral Force Demand of Essential Equipments in Hospital Buildings for Earthquakes Chao Hsun Huang1, a, Yungting Alex Tuan2,b and Chun Ying Huang 1,c 1Department of Civil Engineering, National Taipei University of Technology, 1 Sec. 3, Chung Hsiao E.
Rd., Taipei, Taiwan. 2Depatment of Civil Engineering, Tamkang University, 151 Ying Chuan Road, Tamsui, Taipei County, Taiwan asteve@ntut.edu.tw, balextuan@mail.tku.edu.tw, czoioz2002@yahoo.com.tw Keywords: Medical Equipment; Component Amplification Factor; Height Adjustment Factor Abstract.
Shinozuka, Enhancement of Seismic Sustainability of Critical Facilities through System Analysis, Probabilistic Engineering Mechanics, 25 (2) (2010), pp. 235-244
(in Chinese) [4] ICC, 2009 International Building Code, International Code Council (2009) [5] ASCE, Minimum Design Loads for Buildings and Other Structures, ASCE/SEI 7-10, American Society of Civil Engineers (2010)

Elastic performances of short pier shear wall subjected to lateral loading Shimei Liu 1,a, Dongsheng Huang 2 ,b 1 Department of Architecture and Civil Engineering, Zhejiang College of Construction, Hangzhou, Zhejiang , 311231,China, 2 Department of Civil Engineering, Nanjing Forestry University,Jiangsu，210037 ,China, a shimeiliu126@126.com, b dshuang@njfu.edu.cn Keywords: short-pier shear wall, elastic mechanical performances, integrative coefficient, pier- strength coefficient Abstract.
To solve Eqs. (5) and (6), numerical method must be introduced; this is inconvenience for engineers in design process.
A dissertation for the degree of Ph.D., College of Civil Engineering, Southeast University, 2004.3.

Woo1,e 1Department of Civil Engineering, Yeungnam University, Gyeongsan 712-749, South Korea 2Departement of Civil Engineering, Kyungsung University, Busan 608-736, South Korea 3Departement of Civil Engineering, Keimyung University, Daegu 704-701, South Korea ajaeseok_ahn@yu.ac.kr, bsdkim@ks.ac.kr, cchunho@kmu.ac.kr, ddwlee@yu.ac.kr, ekswoo@yu.ac.kr Keywords: higher-order modeling, multi-dimensional method, discrete-layer element, p-convergent transition element, laminate system, free-edge stresses Abstract.
The advancement of modeling and simulation techniques along with spectacular increase of number crunching power of computers is allowing the analysts to forsake traditional simplifying assumptions, and moving closer to increasingly realistic representation of engineering objects made of heterogeneous materials, sometimes, the presence of other types of irregularities.

Feasibility Study on the Implementation of solar building integration in Northern Shaanxi Yang Hongxia1,a Long Yuntao2,b Yan Zhuling1,c Gao Wenzhong2,d 1School of Architecture & Civil Engineering of Yan’an University, Yan’an, Shaanxi; 716000, China; 2Civil Engineering 10 in School of Architecture & Civil Engineering of Yan’an University, Yan’an, Shaanxi; 716000, China; ayanghongxia72@126.com, b149826887 @qq.com, c765342820 @qq.com, d974025000 @qq.com Keywords: solar energy ; Building integration; feasibility Abstract.
Xi'an: Shaanxi Science and Technology Press, 2001 [4] Zheng Ruicheng. solar water heating systems engineering technical manuals of Civil building[M].

Thirdly, the form of strength failure criterion is too complicated and it is not easy to apply it to practical engineering.
China Civil Engineering Journal.
China Civil Engineering Journal.
China Civil Engineering Journal.