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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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Chinese Journal Full-text Database 4 Hits
1 Chen Hai-bo, Liu Bao-dong (College of Civil Engineering and Architecture, Beijing Jiaotong University, Beijing 100044,China);Seismic Response Analysis of a High-pier Long-span Continuous Rigid Frame Bridge[J];Earthquake Resistant Engineering;2005-03
2 Gao Yu-feng,Pu Qian-hui,Li Xiao-bin(School of Civil Engineering,Southwest Jiaotong University,Chengdu 610031,China);Seismic Response Analysis of PC Continuous Beam Bridge with Large Spans[J];Earthquake Resistant Engineering and Retrofitting;2009-02
3 WANG Ke-hai,LI Qian(Research Institute of Highways,the Ministry of Communications,Beijing 100088, China);Analysis of Seismic Response of Bridges with High-Rise Piers[J];World Bridges;2006-01
4 JIANG Chang-feng;Transversal earthquake reaction analysis of high mound curve continuous bridge[J];Shanxi Architecture;2009-24
Chinese Journal Full-text Database 1 Hits
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
Chinese Journal Full-text Database 7 Hits
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
2 WANG Qiu-fen,HUANG Fang-lin,MA Guang (School of Civil and Architectural Engineering,Central South University,Changsha 410075,China);Application of Fisher optimal division to threshold values classification of bridge health monitoring[J];Journal of Railway Science and Engineering;2009-02
3 HE Qingxiang1,2,SHEN Zuyan1(1.Department of Building Engineering,Tongji University,Shanghai 200092,China;2.Shanghai Baosteel Engineeering & Technology Co.,Ltd.,Shanghai 201900,China);Review of structural seismic analysis of travelling wave effects[J];Journal of Earthquake Engineering and Engineering Vibration;2009-01
4 LI Xiao-li (Department of Bridge Engineering, Tongji University, Shanghai 200092, China);Dynamic Performance Analysis of the Yong-An Bridge[J];Journal of Highway and Transportation Research and Development;2005-09
5 SHEN Ai-guo, LI Qiao, ZHU Min (South-West Jiaotong University, Chengdu 610031, China);Seismic response spectrum analysis of cable-stayed bridge spanning on Yangtze River in Wuhu City[J];WORLD INFORMATION ON EARTHQUAKE ENGINEERING;2000-03
6 Ma Kunquan Cao Xueqin Zhu Jinlong (Dept. of Civil Engineering,Shanghai Tiedao University,Shanghai 200331,China);Random Analysis of Lateral Vibration of Rush Repair High Pier while a Train Passing on It[J];JOURNAL OF THE CHINA RAILWAY SOCIETY;1998-01
7 SHEN Huoming,XIAO Xinbiao(Dept. of Appl. Mechanics and Eng., Southwest Jiaotong University, Chengdu 610031, China );Numerical Method for Vehicle-Bridge Coupled Vibrations[J];Journal of Southwest Jiaotong University;2003-06
Chinese Journal Full-text Database 10 Hits
1 JIANG Jian 1,HE Fang long 2,ZOU Yin sheng 2 (1.Shenzhen Tonge Group Ltd.,Shenzhen 518034,China; 2.Structure Engineering Institute of Hunan University,Changsha 410082,China);Vertical direction spatial substructure analysis method of nonlinear seismic responses of tall structure[J];Building Science Research of Sichuan;2001-03
2 LI Kang ning 1,HONG Liang 2 (1.Earthquake Disaster Mitigation Research Center,The Institure of Physical and Chemical Research,Miki,Hyogo Prefecture,Japan; 2.CANNY Consultants Pte Ltd,261 Waterloo Street,Singapore);CANNY software for elastic & plastic analysis of 3-dimensional structure[J];Building Science Research of Sichuan;2001-04
4 LI Xin-le, ZHU Xi (School of Civil Engineering and Architecture, Beijing Jiaotong University, Beijing 100044,China);Velocity Pulse for Near-Fault Ground Motions and Its Effect on Seismic Response of Pier[J];Journal of Northern Jiaotong University;2004-01
5 Zhu Xi Sun Jianping (College of Civil Engineering and Architecture, Northern Jiaotong University, Beijing 100044);Seismic Response Influence of Pier with Elevated Pile Foundation Due to the Unconstrained Length[J];JOURNAL OF NORTHERN JIAOTONG UNIVERSITY;1999-01
6 SHAN De-shan,\ LI\ Qiao (Department of Bridge and Structural Engineering,Southwest Jiaotong U niversity,Chengdu 610031,China);Introduction of reasonable bearing form of curved-girder bridge in high-speed railway[J];Journal of Chongqing Jiaotong Institute;2001-02
7 LU\ Ping,\ XU Jun lan,\ GU An bang,\ WU Hai jun (Department of Bridge & Structural Engineering,Chongqing Jiaotong University,Chongqing 400074,China);The Principle and methods of earthquake hazard analysis[J];Journal of Chongqing Jiaotong Institute;2002-02
8 SHAN De-shan, LI Qiao (Department of Bridge & Structural Engineering, Southwest Jiaotong University, Chengdu, 610031, China);Study of aseismic design for railway curve-girder bridges[J];Journal of Chongqing Jiaotong University;2005-01
9 YU Qi~1,CHEN Yu~2,WANG Jia-lin~1(1.Civil Engineering Academy of Chongqing Jitong University,Chongqing 400074,China;2.Nanjin Jinhai Engineering Design Ltd.,Nanjin 210000,Jiangsu China);Summary of seismic analysis for bridges[J];Journal of Chongqing Jiaotong University;2006-S1
10 Xu Jinhua\ \ Wang Xiangjian (Department of Bridge Engineering,Chongqing Jiaotong Institute 400074);Travelling Wave Seismic Response of Long Span Arch Bridges[J];JOURNAL OF CHONGQING JIAOTONG INSTITUTE;1998-02
【Secondary References】
Chinese Journal Full-text Database 10 Hits
1 YU Qian-hua1,XIA Pei-hua1,SONG Ze-gang2,ZHANG Kai2(1.School of Civil Engineering & Architecture,Changsha University of Science & Technology,Hunan Changsha 410076,China;2.Institute of Yunnan Highway Science & Technology,Yunnan Kunming 650051,China);Seismic Response of the Large Span Prestressed Concrete Continuous Girder Bridge[J];Journal of Chongqing Jiaotong University(Natural Science);2009-01
2 CHEN Yong,CHEN Kun,YU Yanxiang(Institute of Geophysics,China Earthquake Administration,Beijing 100081,China);Base line correction method for near-fault accelerograms using Chi-Chi main shock record[J];Journal of Earthquake Engineering and Engineering Vibration;2007-04
3 ZHOU Yong-jun~1 QUAN Wei~2 HE Shuan-hai~1(1.Key Laboratory for Bridge and Tunnel of Shaanxi Province,Chang'an University,Xi'an 710064,China)(2.School of Civil and Hydraulic Engineering,Dalian University of Technology,Dalian 116024,China);Analysis on Sensitive Parameters to Earthquake Response of Continuous Rigid Frame Bridges Based on Cross Test Technique[J];Journal of Seismological Research;2006-02
4 Chen Hai-bo, Liu Bao-dong (College of Civil Engineering and Architecture, Beijing Jiaotong University, Beijing 100044,China);Seismic Response Analysis of a High-pier Long-span Continuous Rigid Frame Bridge[J];Earthquake Resistant Engineering;2005-03
5 Xu Xiu-li~(1,2),Yu Lan-zhen~1,Wang Shu-guang~1,Liu Wei-qing~1,Li Sheng-yu~1 (1.College of Civil Engineering,Nanjing University of Technology,Nanjing 210009,China;2.Transportation College,Southeast University,Nanjing 210096,China);Study on Seismic Design for High-pier Continuous Girder Bridges[J];Earthquake Resistant Engineering;2005-05
6 Xu Chun-yong~1,Qi Xing-jun~2,Song Guo-fu~3(1.The Second Engineering Corporation Limited,China Railway 14 Group,Tai'an 271000,China;2.School of Civil Engineering,Shandong Jianzhu University,Jinan 250101,China;3.Shandong Keda Engineering Design and Consultation Corporation Limited,Jinan 250101,China);Analysis of Seismic Response Control for Long-span Cable-stayed Bridge under Traveling Wave Input[J];Earthquake Resistant Engineering and Retrofitting;2008-06
7 ZHU Qing-hua1 ZHOU Peng2 WANG Qing-hui3(1.Civil Engineering College, Southeast University, Nanjing Jiangsu 210096 China;2.JiangSu Testing Center for Quality of Construction Engineering , Nanjing Jiangsu 210096 China;3.Railway Engineering Department, China Railway Jinan Survey Design Consulting Institute,Jinan Shandong 250001 China);Study on Transverse Stability and Seismic Behavior of Arch Bridge of Concrete Filled Steel Tube[J];Jiangsu Construction;2007-05
8 ZHANG Yin HONG Ting HU Zhi-wei;The study on the earth resistance of the long span continuous rigid-frame[J];Shanxi Architecture;2009-01
9 NING Xiao-jun,ZHOU Yi-tang,LI Rui(Faculty of Civil Engineering and Architecture,Kunming University of Science and Technology,Kunming 650224,China);Research on the Earthquake-Resistant Behavior of Long Span Rigid-Frame Bridge in High Intensity Region[J];Journal of Kunming University of Science and Technology(Science and Technology);2007-03
10 Xu Hongguang (Department of Water Conservancy and Civil Construction Engineering,Hubei Water Resources Technical College);Aseismatic Analysis and Design for the Continuous Rigid-Frame Bridge of High Pier[J];Journal of Hubei Water Resources Technical College;2007-01
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