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《Structural Engineers》 2005-03
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Seismic Test Investigation of Gonghexinlu Double-deck Viaduct in Shanghai

PENG Tianbo LI Jianzhong HU Shide FAN Lichu (Tongji University, Shanghai 200092)  
Seismic test investigation of Gonghexinlu double - deck viaduct in Shanghai is performed, and testing phenomena and global responses of several typical cases are introduced. The structural seismic safety and the feasibility of the adopted seismic design principle are validated by testing results analysis and seismic performance evaluation.
【CateGory Index】: U446.1
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【References】
Chinese Journal Full-text Database 1 Hits
1 PENG Kai1,2,LI Jian-zhong1,ZHU Yu3,PENG Tian-bo1(1.Department of Bridge Engineering,Tongji University,Shanghai 200092,China;2.School of Civil Engineering & Architecture,Chongqing Jiaotong University,Chongqing 400074,China;3.Anhui Communications Consulting & Design Institute,Anhui Hefei 230031,China);Shaking Table Tests on a Single-Column-Bent Double-Deck Viaduct-Ⅰ Pier Model:Structural Dynamic Properties[J];Journal of Chongqing Jiaotong University(Natural Science);2009-02
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1 ZHAO Can hui\+1,\ GAO Yan mei\+2 (1 Departmentof Ciivil Engineering,Southwest Jiaotong University,Chengdu 610031,China; 2 Departmen for Bridge & Structura Engineering,Chongqing Jiaotong University,Chongqing 400074,China);Current situation and development of study on seismic performance of long-span arch bridge[J];Journal of Chongqing Jiaotong Institute;2002-01
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9 SI Bingjun1,LI Hongnan1,WANG Dongsheng2,SUN Zhiguo2,WANG Qingxiang1(1.State Key Laboratory of Coastal and Offshore Engineering,Dalian University of Technology,Dalian 116024,China;2.Institute of Road and Bridge Engineering,Dalian Maritime University,Dalian,116026,China);Experimental evaluation of the seismic performance of reinforced concrete bridge piers designed on the basis of displacement(I): Quasi-static test[J];Journal of Earthquake Engineering and Engineering Vibration;2008-01
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【Secondary References】
Chinese Journal Full-text Database 2 Hits
1 PENG Kai1,2,LI Jian-zhong1,ZHU Yu3,GUAN Zhong-guo1(1.Department of Bridge Engineering,Tongji University,Shanghai 200092,China;2.School of Civil Engineering & Architecture,Chongqing Jiaotong University,Chongqing 400074,China;3.Anhui Communications Consulting & Design Institute,Anhui Hefei 230031,China);Shaking Table Tests on Single-Column-Bent Double-Deck Viaduct Pier Model-Ⅱ:Structural Seismic Response[J];Journal of Chongqing Jiaotong University(Natural Science);2009-04
2 FENG Dong-ming1,LI Ai-qun1,LI Jian-hui1,YANG Guang2(1.School of Civil Engineering,Key Laboratory for Concrete & Prestressed Concrete Structures of Education Ministry,Southeast University,Nanjing 210096,Jiangsu,China; 2.The 4~(th) Survey & Design Institute of China Railways,Wuhan 430063,Hubei,China);Research on Dynamic Behavior and Parameter Influence of Single Pylon Cable-Stayed and Continuous Rigid-Frame Composite Bridge[J];Journal of Chongqing Jiaotong University(Natural Science);2010-03
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