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Seismic Performance of RC Short Columns Strengthened with BFRP Bin Ding1,a , Lijun Ouyang2,3,b, Zhoudao Lu3,c and Weizhen Chen3,d 1 Department of Civil Engineering , Wenzhou Vocational &Technical College, Gaoke Road, Wenzhou, China 2 School of Aerospace Engineering and Applied Mechanics, Tongji University, 1239 Siping Road, Shanghai, China 3College of Civil Engineering, Tongji University, 1239 Siping Road, Shanghai, China acl_min@163.com, bouyang@tongji.edu.cn, clzd@ tongji.edu.cn, dtongji_bridge611@126.com Keywords: BFRP, concrete, short column, seismic performance Abstract.

Dynamic characteristics of hybrid girder cable-stayed bridge Huagang LV, Xueying LV, Yonggang SHEN and Kaijun QIAN China Nuclear Power Engineering Co, Ltd, Shenzhen, Guangdong, P.
China College of Civil Engineering and Architecture, Zhejiang University, Hangzhou, Zhejiang, P.
Tumu Gongcheng Xuebao(China Civil Engineering Journal), 2006. 39(3): p. 86-90

Effect of electron beam irradiation on the polypropylene/syndiotactic 1,2-polybutadiene blends: Radiation stabilization of polypropylene Min Li 1, a, Liguang Xiao1, b, Hongkai Zhao1, c 1College of material science and engineering, Jilin Architectural and Civil Engineering Institute, Changchun, Jilin, 130118, China a limin80@hotmail.com, b lgXiao@hotmail.com, c hkzhao003@126.com Keywords: Electron beam, Irradiation, Stabilization, Polypropylene/Syndiotactic 1,2-polybutadiene blends.
Acknowledgements This work was financially supported by the Science and Technology Development Funds for Young Scholars of Jilin Architectural and Civil Engineering Institute.

Optimization of Top Steel-tube Truss Construction Platform of Silo and Fitting of CurveEquation Hailong Zhao1,2,a,WenxingWang1,b,TiechengWang1,2,candQinshan Li1,3,d 1 School of Civil Engineering, Tianjin University, Tianjin 300072, China; 2Key Laboratory of Coast Civil Structure Safety (Tianjin University), Ministry of Education, Tianjin 300072, China 3PingmeiShenmaConstruction Engineering Group Ltd, Pingdingshan, Henan 467000, China azhaohailong@tju.edu.cn, bwangwenxing07@126.com, cwangtiecheng@eyou.com, dpmjglqs@126.com Keywords: Top of silo, Steel-tube truss, Construction platform, Depth of truss, Length of chord, Curve fitting.
ANSYS Numerical analysis of engineering structure[M].

A New Method to Estimate Ductility of L-Shaped CFT Columns with Binding Bars under Axial Compression Yue-Ling Long1, a and Jian Cai2,b 1School of architecture, South China University of Technology, Guangzhou 510640,China 2 Department of civil engineering, South China University of Technology, Guangzhou 510640,China alongyueling@163.net, bcvjcai@scut.edu.cn Keywords: Ductility, Concrete-filled, Binding Bar, L-shaped.
[11] Lin TI, Huang CM and Chen SY: Journal of Chinse Institute of Civil and Hydraulic Engineering, Vol. 5(4) (1993), p. 377-386
[12] Kitada T: Engineering Structures, Vol. 20 (1998), p. 347-354

Wind Tunnel Investigations for the Free Standing Tower of the Penang Second Bridge Nan Luo1, a, Aixia Liang2,b , Haili Liao3,c and Mei Yu4,d 1 School of Civil Engineering, Southwest Jiaotong University, Chengdu, China 2 China Railway Erju Group Corporation Survey and Design Institute Co.Ltd, Chengdu, China 3 School of Civil Engineering, Southwest Jiaotong University, Chengdu, China 4 Chongqing Jiaotong University, Chongqing, China aloge82@163.com, bliangaixia0215@163.com, chlliao@swjtu.edu.cn, dyumeiyumei.student@sina.com Keywords:The Penang Second Bridge, Wind Tunnel Investigation, Free Standing Tower, Galloping Instabilities, Vortex Shedding Excitation.
[2] Reseach center for wind engineering, southwest jiaotong university.

Reliability Studies on Concrete Filled FRP Tube Columns Using Different Design Code Models Zhou Yingwu1, a, Sui Lili1, b and Xing Feng1, c 1Guangdong Provincial Key Laboratory of Durability for Marine Civil Engineering, Faculty of Civil Engineering, Shenzhen University, Shenzhen, the People’s Republic of China aywzhou@szu.edu.cn, bsuill8969@163.com, cxingf@szu.edu.cn Keywords: FRP tube columns, reliability, rehabilitation, confined concrete, design code.
Nowadays, the concrete filled FRP tube column emerging as the new type of composite structures has been attracted an extensive attention in both researches and engineering applications.

Isothermal crystallization of polyethylene/montmorillonite nanocomposites prepared by in situ polymerization Min Li 1, a, Liguang Xiao1, b, Hongkai Zhao1, c 1College of material science and engineering, Jilin Architectural and Civil Engineering Institute, Changchun, Jilin, 130118, China a limin80@hotmail.com, b lgXiao@hotmail.com, c hkzhao003@126.com Keywords: High-density polyethylene, montmorillonite, nanocomposite, crystallization, kinetics.
Acknowledgements This work was financially supported by the Science and Technology Development Funds for Young Scholars of Jilin Architectural and Civil Engineering Institute.

Tests on Shear Studs Using Profiled Steel Sheeting Subjected to Cyclic Loading Jiansheng Fan1, a, Wen Liu2,b 1Department of civil engineering, Tsinghua University, China 2 Department of civil engineering, Tsinghua University, China afanjsh@tsinghua.edu.cn, bliuwen11@mails.tsinghua.edu.cn Keywords: shear studs, through-deck welding, tensile test, push-out test, profiled sheeting.
[2] Jawed Qureshi, Dennis Lamb, Jianqiao Ye: Engineering Structures 2011;33:1643-1656

Yan Bo obtained the conclusion that live load is transferred to cross beam mainly through web shear, which is based on the mechanical analysis of a three span continuous box girder bridge by use of the bridge calculation program in MIDAS Civil [2] Yan Bo.
Finite element method in civil engineering [M].Changchun: Jilin university press, 2009: 2-4. 4].
Modified shear method load model An engineering example Taking the first unite at left part of Dongfeng Bridge for example, calculations of cross beam are conducted by using the traditional equivalent shear method and the modified shear method, respectively.
Modified shear method has high calculation accuracy in engineering calculation.