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《JOURNAL OF SHANGHAI TIEDAO UNIVERSITY(NATURAL SCIENCE EDITION)》 1995-02
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Seismic Response Analysis of Long ─Span Continuous Box─Girder Bridge with High Piers

Ma Kunquan(Dept.of Civil Eng.,Shanghai Tiedao Univ.)  
In this paper,the calculation model of the girder-pier system is proposed.Lateral seismic response of Long-span bridges with high piers is analysed numerically.Influ-ence of the asynchronous lateral ground motion on the bridge response is studied.Further-more,the role of the lateral stiffness in seismic response is discussed.Results of our study in-dicate that the asynchronous lateral ground motion has a negative effect on the earthquake-re-sponse of the long-span bridge with high piers. However,the lateral stiffness of box-girderhas little effect on the lateral seismic response of the bridge.
【CateGory Index】: U448.21
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【Citations】
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1 Ma Kunquan; Cao Xueqing(Dept.of Civil Eng.);The Analysis of Lateral Vihration of Continuous Box-Girder Brldge with High Piers While a Train Passing on It[J];;1994-01
【Co-citations】
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1 LI Yunsheng1,2,YAN Guiping3,ZHONG Tieyi3,WANG Yuanqing1(1.Department of Civil Engineering,Tsinghua University,Beijing 100084,China;2.School of Civil Engineering,Shijiazhuang Railway Institute,Shijiazhuang 050043,China;3.School of Civil Engineering,Beijing Jiaotong University,Beijing 100044,China);Rule of Lateral Vibration for Solid Piers of Railway Bridges[J];Journal of Beijing Jiaotong University;2009-01
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