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Research Review on the Anti-seismic Characteristics of Truss Bridge Structure Fang Lubinga Zhang Hongyab School of Civil Engineering, Anhui University of Architecture, Hefei 230022, China afanglubing0501@sina.com bxkb@aiai.edu.cn Key words: truss bridge structure Bridge anti-seismic time-history analysis Abstract: This article reviews the concept of seismic time-history analysis, the research status of the truss bridge structure in the case of seismic wave.
Highway Engineering Anti-earthquake Design Specification [S]

Contrastive Analysis on Limitation Span between Suspension Bridge using steel and CFRP Cable Yang JIANGa, Lijun JIAb Department of Bridge Engineering, Tongji University, Shanghai, 200092, China a623jiangy@tongji.edu.cn, bjialj@tongji.edu.cn Keywords: Suspension Bridge; Limitation Span; CFRP Cable Abstract.
China Civil Engineering Journal.2005, 38(1):60-70

Research on temperature field of CFST member under solar radiation Junling Fan1, Hongcai Zheng1,a ,Qian Zhang, Man Ding1 ,Yan He1 1College of Mechanical and Electrical Engineering, Qingdao University of Science & Technology, Qingdao 266061, China azhcai88405@126.com Keywords: solar radiation, concrete filled steel tube (CFST), numerical simulation, experimental research, temperature field Abstract.
In Chinese [4] Karlikowski J: Arch Civil Eng.
Vol. 109(1983), p 1460 [7] L.H.Han, Yang H and S.L.Cheng: Advance in Structural Engineering- An International Journal .Vol. 5(2002), p123 [8] Z.F.Teng:Analysis on temperature field of concrete filled steel tube arch rib due to solar radiation(Hefei University of Technology,Hefei2009).

Experimental Study of Recycled Concrete Columns with Corroded Rebars under Axial Force Xu Jiaa, Wu Jina Department of Civil Engineering, Nanjing University of Aeronautics and Astronautics, Nanjing 210016, China aWujin@nuaa.edu.cn Keywords: Column; Recycled aggregate; Corrosion; Axial force.
Huan: submitted to ASCE (2010) [6] Zhao Xinming, Wang Zhe, Mao Lijun and Zhang Lifang, in: Design Theory of Engineering Structures ( Science Press, China 2007)

Experimental Behavior of Concrete-Filled Square Steel Tube of Mid And Long Columns Subjected to Eccentric Compression Bin Wang College of Civil engineering, Tongji University, Shanghai 2100094, People’s Republic of China wangbin_916@163.com Keywords: Concrete-filled square steel tube; mid and long columns; eccentricity ratios; slenderness ratios; concrete strength.
Zuo: The basic behavior research on Concrete-filled square steel tube short columns subjected to the static load, Journal of of Zhengzhou University (Engineering Science) 1985; 2

Development of a decision support system for flood warning in Jinan city Chuanqi Li a, Chao Jia b and Bangshu Xu c School of Civil Engineering, Shandong University, Jinan, China, 250061 alichuanqi@sdu.edu.cn, bjiachao@sdu.edu.cn, cxubangshu@sdu.edu.cn Keywords: urban floods; decision support system; real-time forecasting; urban flood simulation model.
China Water Resources, No.2 ( 1997), p.42-44 (in Chinese) [2] Cheng Xiaotao and Qiu Jingwei: Research on the Urban Flood Simulation System, Journal of China Institute of Water Resources and Hydropower Research, Vol.1 (1997), (in Chinese) [3] Li Chuanqi and Hou Guibing: Simulation on urban flood based on coupling of ID and 2D hydrodynamic models, Water Resources and Hydropower Engineering, Vol.41(2010), p.83-85 [4] DHI Water&Environment, Mike21 Flow Model (Hydrodynamic module) User Guide, 2007

Experimental study on mechanical behavior of serving prestressed concrete poles Kai-Quan Xia 1,a, Xiang-Gang Zhang 2,b, Zong-Ping Chen 2,c and Jiang-Mei Wang 2,d 1China Electric Power Research Institute, Beijing 100055, China 2College of Civil Engineering and Architecture, Guangxi University, Nanning 530004, China axiakq@epri.sgcc.com.cn,b243880245@qq.com czpchen@gxu.edu.cn,d93810602@qq.com Keywords: prestressed concrete pole; bending load performance; load-crack width curve.
This test is finished in the Ministry of Education Key Laboratory on Engineering Disaster Prevention and Structural Safety of Guangxi University.

Numerical Analysis of Steel Fiber Reinforced High Strength Concrete Walls Subjected to Blasting Load Nan Li1,a, Xueying Wei1,b, Tuo Huang1,c,and Mingjun Shi1,d 1 School of Civil Engineering, Chang’an University, Xi’an, Shaanxi, 710061, China a13488358907@163.com, bweixy@chd.edu.cn, coutgnauh@163.com,d13649272232@163.com Keywords: Steel Fiber Reinforced High Strength Concrete (SFRHSC), blast Load, J-H-C model, scaled distance, numerical simulation Abstract.
Engineering Mechanics,Suppl(2000), p.716-721(In Chinese) [10] Chujie Jiao,Wei Sun and Peizheng Gao,et al: J.Concrete,No.7(2005), p.43-48(In Chinese) [11] Chujie Jiao,Wei Sun and Peizheng Gao,et al: J.Journal of Chongqing Jianzhu University,Vol.29(2007), p. 168-172(In Chinese) [12] Xueying Wei.

Aplication of BIM process by the evaluation of building energy sustainability Marek Jašek1, a, Jan Česelský1,b, Pavel Vlček1,c , Marcela Černíková1,d, Eva Beránková1,e 1 VSB-TU of Ostrava, Faculty of Civil Engineering, L.
The present time offers a variety of materials and design solutions to meet the ever-increasing demands on thermal and engineering requirements.

A New 3-D Unit Cell Model Used in Homogenization Estimation of Effective Properties of Particle-Filled Composites Yong Ouyang1, a, Xiaoling Hu1 , Xiu Liu1 and Wenbo Luo1,b 1College of Civil Engineering and Mechanics, Xiangtan University, Xiangtan 411105, China akoyymomo@126.com, bluowenbo@xtu.edu.cn Keywords: Unit cell; particle-filled composite; asymptotic homogenization; effective modulus.
Wall: Composites Engineering, Vol.5 (1995), p.519