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Hubei Transportation Department, Wuhan 440030, China 3 Department of Construction and Civil Engineering, Xi’an University of Science and Technology, Xi’an 710054, China a23160918@qq.com , bzhangyue7810@163.com Key words: Risk Matrix, Mountainous Bridge, Risk.
It requires the seismic engineering research, considering the characteristics of the earthquake and the mechanism of seismic input failure, thus, the criteria for assessing earthquake damage and damage model can be established.
References [1] Lupoi A, Franchin P and Schotanus M: Earthquake Engineering and Structural Dynamics Vol. 32(2003), p. 1275

The Erection Technology of Pile Foundation Construction Platform for the Sanmenkou Cross-harbor Bridge Dong-guo Li 1,2, a, Jian-ping Chen 1 1 College of Construction Engineering, Jilin University, Changchun ,130026,China 2 Dept.of Civil Engineering,Changchun Institute of Technology aldg731109@163.com Keywords: Platform, Trestle, Construction Abstract.
[2] Wen-yuan Yang and Ben Xu: Bridge Construction Engineer Handbook(China Communication Press, China 2003)

Development and conceptual Design of steel deck Pavement used Cement/emulsified-Asphalt/Epoxy resin Concrete Qingjun Ding1,a, Fan Shen1,b Zheng Sun1,c , Shaolong Huang2,d 1School of Materials Science and Engineering, Wuhan University of Technology, Wuhan 430070 2Faculty of Materials Science and Engineering, Hubei University, Wuhan 430062 adingqj@whut.edu.cn, b wwwsf5227@163.com, csunzheng0101@126.com, dlongwei25@126.com Key words: Cement/emulsified-Asphalt/Epoxy resin, steel deck development project, steel deck pavement Abstract: The objective of this article is to provide a paving project for steel bridge deck based on a new composite bonding system of Cement/emulsified-Asphalt/Epoxy resin (CAE).
Acknowledgements This work was financially supported by the State Key Laboratory of High-performance Civil Engineering Materials Open Foundation, Jiangsu Construction Science Research Institute Co., LTD.

Research on the aerodynamic measures impact on flutter stability of steel truss suspension bridge BAI Hua1, a, HUANG Sen-hua1 1Research Center of Highway Large Structure Engineering on Safety, School of Highway, Chang’an University, Xi’an 710064, Shaanxi, China abaihua9810@163.com Keywords: suspension bridge, wind tunnel experiment, flutter, wind resisting measure.
But it is always hard for such type of bridges to reach the flutter stability requirements and besides, the complex and changing wind environment in valley attributes the engineering practice value[5,6] of assuring the flutter stability of the main section of the truss.
State Key Laboratory for Disaster Reduction in Civil Engineering, Tongji University, Shanghai 200092,China，2008,36(12):1628-1632.

Flood Influence Evaluation of Xiazhu Village Construction Land in Wuqing District in Tianjin City Ping Yu1,2,a, Ping Feng1,b and Shuhong Sun2,c 1 School of Civil Engineering, Tianjin University, Tianjin, China 2 Department of hydraulic engineering, Tianjin Agricultural University, Tianjin, China ayuping17@sohu.com, b Fengping@tju.edu.cn, chongss63@126.com Keywords: Flood control, Implicit Difference Scheme, Backwater analysis Abstract.
Journal of Hydraulic Engineering, 1996(3): 44—50．

Therefore, it was suitable for concrete engineering practice.
Acknowledgment This study was supported by the National Natural Science Foundation of China (Grant No. 51308316), the National Natural Science Foundation of China (Grant No. 51178230), the State Key Laboratory Open Foundation of High Performance Civil Engineering Materials (Grant No.2011CEM007), the Joint Fund Project of Qingdao Basic Research and Science and Technology Bureau of Qingdao (No. 13-1-4-115-jch), Cooperative Innovation Center of Engineering Construction and Safety in Shandong Blue Economic Zone and the Research and innovation teams in university of Shandong Province.

Force Analysis for Working Unit of Mini Tracked Truck Zhiqiang Wang1, a, Xueliang Bian2, b *, Chunyan Bian2, b, Fengbo Du3, b 1School of Civil Engineering, Hebei University of Technology, Tianjin, China 2School of Mechanical Engineering, Hebei University of Technology, Tianjin, China 3Shijiazhuang Institute of Ordnance Technology, Hebei, China awuwo999999@163.com, bbxl18@163.com, cwuwo0829@163.com Keywords: tracked truck, working unit, the dual parallelogram, mechanical equations Abstract.
[5] VPang G Gary, Definition clarification and review on virtual prototyping, Proceedings of the 2001 ASME Design Technical Conference and Computer sin Engineering Conference, DETC2001/CIE21265. 2001

Study on Seismic Behavior of Double Web-angle and Top-seat-angle Beam-to-column Connections Jian LIU 1, a, Guangen ZHOU 2,b And Dengfeng PENG1, c 1 School of Civil Engineering, Guangzhou University , Guangzhou , P.R.
Increased the length of angel steel, the corresponding number of the bolt would be increased, bearing capacity would be stronger, cure hysteretic showed plumpness, energy dissipation would be good, thickness of angle steel would be reduce, the increaser of joint of ductility, but the bearing capacity would be lose much, energy dissipation would be bad, so during of engineering design, the relation of thickness, diameter of joint and the thickness of column flange were taken into attention.
[6] Yanwang, Hua-jun Li: Engineering Mechanics, Chinese, Vol. 20(2003), p. 65

Experimental Study on the Effect of Different Pretreatment Methods on Rubber Concrete Work Performance and Compressive Strength Qun YU 1,2,a， Kun ZHANG1,b 1Shenyang University Key Laboratory of Geoenvironmental Engineering, Liaoning Province, Shenyang, China 2Shenyang University Key Laboratory of Regional Environment and Eco-Remediation,Ministry of Education,Shenyang ,China a15940118385@163.com, b499612835@qq.com Keywords: Rubber Concrete; pretreatment; work performance; compressive strength Abstract.
In this paper, on the basis of existing studies, pretreatment methods from economics and engineering applicability perspective[4-5], select the water, inorganic solution (NaOH solution), organic solvents (CCl4 solution), research the different pretreatments on different rubber particle size and dosage of rubber concrete workability and compressive strength of the law, in order to provide a reference that the choice way of pretreatment rubber particles.
Vol 5(2013),p.83 [4]Eldin N, Senouci A.B:Journal of Materials in Civil Engineering, Vol 5(1993) ,p. 478 [5] N．Segre，L．Jockes:Cement and Concrete Research.Vol 30(2009),p.1421

Hysteresis Analysis on Beam-Column Connection of Concrete-filled Steel Tubular Structure under Cyclic Loading Hui Qu College of Civil Engineering, Yantai University, Yantai, 264005, P.R.
Research on the seismic and fire resistance behaviour of square concrete-filled thin-walled steel tubular columns with longitudinal stiffeners, Doctoral engineering thesis, Harbin Institute of Technology, (2007), (in Chinese)
Plastic-damage model for cyclic loading of concrete structures, Journal of Engineering Mechanics, Vol. 124(8), (1998), p.892