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The Analytical Study for Seismic Performance of Coupled Steel Plate Shear Wall Kangmin Lee1,a, Keunyeong Oh1,b, Rui Li 1,c Liuyi Chen1,d, and WooSeok Kim2,e 1Dept. of Architectural Engineering, Chungnam National Univeristy, Daejeon, Republic of Korea 2Dept. of Civil Engineering, Chungnam National University, Daejeon, Republic of Korea aleekm@cnu.ac.kr, bkyoh88@cnu.ac.kr, clirui@cnu.ac.kr, dchanniuyi@cnu.ac.kr, e wooseok@cnu.ac.kr(corresponding author) Keywords: Coupled steel plate shear wall, Seismic performance, structural systems, Aspect ratio.
E.: Structural Engineering Report 215 (1997), in Canadan

Shear-lag Phenomenon in Cast-in-site Reinforced Concrete Hollow Floor System Zhuye Huang1, a, Cheng Chen2,b 1Architecure and Civil Engineering School, Zhejiang University of Science and Technology,China RP; 2School of Engineering, San Francisco State University,USA ahuangzhuye@zust.edu.cn, b chcsfsu@sfsu.edu Key Words: Hollow floor system; shear-lag; Energy-variation method; Ansys Abstract.
Numerical Analysis Different finite element analysis software have been used in solving linear and nonlinear engineering problem .

Wind-induced Response Analysis of Steel Tower Structure Chunfeng Wan1,a, Jiang Wang2,b, Hong Zhu1,c, Lei Huang1,d, Hao Wang1,e and Zhaodong Xu1,f 1 International Institute for Urban systems Engineering & School of Civil Engineering, Southeast University, Nanjing 210096, China 2 Anhui Electric Power Research Institute, Hefei 230601, China achunfengwan@gmail.com, bjiangw75@163.com, cseuzhuhong@gmail.com, dhuang1210lei@126.com, ewhzjn@sina.com, fzhdxu@163.com Keywords: wind load; AR model; wind-induced response; time series analysis; tower structure.
Iwatani, Simulation of multidimensional wind fluctuations having any arbitrary power spectra and cross spectra, Wind Engineering, 11 (1982) 5-18

Multi-courses of General Exam System Based on MAS Liping Yang1, a , Dawei Xu2,b , Wei Wang1, c 1 Computer Science and Technical Institute, Changchun University, Changchun, China 2 School of Electronic and Information Engineering, Changchun University, Changchun, China ayanglipingtea@163.com, b24003908@qq.com, c20017008@qq.com Keywords: MAS; Multi-courses; General Exam; Abstract.
Agent technology is referred to as the technology of software engineering the next generation, is the starting point and end point of artificial intelligence.
NET : Computer & Digital Engineering.
[5] J.Yuhong, J.Dali, Y.Hua ,Study on Management of Emergency Logistics Military-civil Collaboration Based on Multi-Agent: Military Logistics.

Grey Relational Analysis of Fatigue Performance of Semi-rigid Pavement Structure Zhaohui SUN1,a, Jing MA1,b, Xuemei SU2,c, Guofeng YANG1,d, Zhanqiang HOU3,e 1School of the Civil Engineering, Shenyang Jianzhu University, China, 110168 2Liaoning Provincial Road and Bridge Construction Company First Branch, China, 110021 3Dalian Highway Engineering Group Co.
The relationship between the asphalt pavement structure design parameters and fatigue performance of semi-rigid pavement structure can be seen clearly from the grey relationship sequence of the various factors of semi rigid pavement structure and its fatigue life, it can offer a guide for designing a good anti-fatigue performance pavement structure, Acknowledgements This work was financially supported by the China Natural Science Foundation (51178278) References [1] Strategic Highway Research Program(SHRP)，Fatigue response of asphalt aggregate mixes，National Research Council，Report No．SHRP.A.1 04，Washington，D．C.，1994 [2] SUN Zhaohui XU Zhihong Mechanical analysis of cement stabilized macadam base course under heavy load 2012 International Conference on Cvil, Transportation and Environmental Engineering

Finite Element Analysis of Wharf Track Beam under Eccentric Load Qing Dun Zeng1,a and Jing Ren Deng1,b 1School of Civil Engineering and Transportation, South China University of Technology, Guangzhou 510640, China aemqdzeng@scut.edu.cn, b422958286@qq.com Keywords: Wharf, Track beam, Eccentric load, Strength, Nonlinear finite enement.
Lü, et al.: Railway Engineering Vol. 23(11) (2006), P. 17.
Lie, et al.: Engineering Mechanics Vol. 35(4) (2006), P. 79.

Damage Identification of Plane Truss Structure According to Square Difference in elemental modal strain Weiran Liu1, a,Shoujun Du1,b and Limei Zhang1,c 1 School of Civil Engineering,Hebei University of Science and Technology, Shijiazhuang Hebei 050018,China a26547806@qq.com, bdushoujun@hebust.edu.cn, cZhanglimei168@126.com  Keywords: plane truss structure; damage identification; square difference in elemental modal strain; robustness Abstract.
It is suitable for engineering application.
Journal of Engineering Mechanics, 2002, 128(5): 521-529

A Performance Study of Clinched Joints with Local Thermal Treatment Yifeng Wang1,a, Xiaocong He1,b,* Kai Zeng 1,c 1Faculty of Mechanical and Electrical Engineering, Kunming University of Science and Technology, Kunming 650500, China aWF201309@163.com, bxiaocong_he@126.com, ckmzk201109@163.com Key words: Local thermal treatment; Clinched joints; Metallographic structure; Static strength; Micro-hardness Abstract: In order to investigate the influence of local thermal treatment to microstructure and static mechanical behavior on clinched joints of cold rolling steel(SPCC) .
References [1]Jacek Mucha, Joining the car-body sheets using clinching process with various thickness and mechanical property arrangements[J],Archives of Civil and Mechanical Engineering,2011:135-148
Journal of Materials Engineering and Performance, 2012,22(1): 294-299

Bearing Capacity of a Scarf Joint FAJMAN Petr 1, a *, MACA Jiri1,b 1Czech Technical University in Prague, Faculty of Civil Engineering, Department of Mechanics, Thakurova 7, Prague, Czech Republic afajman@fsv.cvut.cz, bmaca@fsv.cvut.cz Keywords: scarf, timber, joint, dowel, force method Abstract.
It is good for practice and it can be used by practical engineers.
Cruz, Experimental evaluation of different strengthening techniques of traditional timber connections, Engineering Structures.

Study on experiment of terminal fixture connection of steel wire rope Xiguang Cui1,a, Jie Geng1,b and Jianwei Ding1,c 1School of Civil Engineering, Shenyang Jianzhu University, Shenyang Liaoning, 110168, China a1364632076@qq.com, bgengjie8981@sina.com, cpdf18k@163.com Keywords: Steel wire rope, Fixture, Connection, Performance Abstract.
The connection of the steel wire rope terminal with four aluminum-alloy swaged ferrules, tensile capacity of about 14.2 KN, comparing to the connection of three aluminum-alloy swaged ferrules, whose capacity is enhanced slightly by 6%.There is a certain gap between 14.2KN and 16.2KN, and it can satisfy the design requirements of the strengthening technology of steel wire mesh and polymer mortar, because the influence of polymer mortar's bondability on steel wire rope and factors such as constraints on the joints, four aluminium-alloy swaged ferrules connection will be increase security, so in strengthening terminal bearing components four aluminium-alloy swaged ferrules can be used as the connecting way, but the great quantities used in the engineering, the connection is not economical and practical.
[2] YaYong Wang, QiuLai Yao and Zhengguang Gong etc: Application of Strengthened Technology by Composite Cover Combined with High Strength Wire Cable Mesh and Polymeric Mortar in Zheng Chenggong Memorial Strengthening Engineering [J].