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《JOURNAL OF SHANGHAI TIEDAO UNIVERSITY(NATURAL SCIENCE EDITION)》 1994-01
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The Analysis of Lateral Vihration of Continuous Box-Girder Brldge with High Piers While a Train Passing on It

Ma Kunquan; Cao Xueqing(Dept.of Civil Eng.)  
In this paper, the calculation model of girder-pier system isproposed.The whole process of a train’s passing the bridge is simulated bythe computer. The latcral dynamic characteristics and stiffness of the bridgeare analvsed.The result of the research indicates that if the lateral widthof the box-girder varies from 5.2m in the initial design to 4.0m, the lateral stiffness of the bridge is still enough under living loads and trains can runon the bnidge safely and smoothly.
【CateGory Index】: U443.22
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【References】
Chinese Journal Full-text Database 5 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 Ma Kunquan(Dept.of Civil Eng.,Shanghai Tiedao Univ.);Seismic Response Analysis of Long ─Span Continuous Box─Girder Bridge with High Piers[J];;1995-02
4 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
5 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
【Co-citations】
Chinese Journal Full-text Database 10 Hits
1 ZHANG Huaijing,PAN DanguangSchool of Civil and Environmental Engineering,University of Science and Technology Beijing,Beijing 100083,China;Semi-analytic solution to dynamic characteristics of non-uniform continuous beams[J];Journal of University of Science and Technology Beijing;2008-06
2 WU Dong-fang*,JIA Bo(Optic Fiber Research Center,Fudan University,Shanghai 200433,China);New Type of Fiber Optic Displacement Seismometer[J];Chinese Journal of Sensors and Actuators;2006-06
3 LIN\ Mei\ \ XIAO Sheng xie (The Bridge and Structure Engineering Department of Chongqing Jiaotong Institute,Chongqing 400074,China);Dynamic Analysis of Continuous beam Bridge under Moving Vehides[J];JOURNAL OF CHONGQING JIAOTONG INSTITUTE;2000-01
4 LI Dong-ping,WANG Ning-bo,ZENG Qing-yuan(School of Civil and Architectural Engineering,Central South University,Changsha 410075,China);Coupling vibration analysis of variational coefficient vehicle-bridge system using modal synthesis[J];Journal of Railway Science and Engineering;2009-03
5 XU Lei-ping1,LIU Wei-qing1,XU Xiu-li1,WANG Shu-guang1,LI Yongzhi2(1.College of Civil Engineering,Nanjing University of Technology,Nanjing 210009,China;2.Construction Project Quality Supervision Institute of Jiangsu Province,Nanjing 210013,China);Simulation Analysis of Bridge Vibration Controlled with TMD[J];Journal of Disaster Prevention and Mitigation Engineering;2009-03
6 ZHANG Xiang-dong,YAN Wei-ming(Beijing Key Laboratory of Earthquake Engineering and Structural Retrofit,Beijing University of Technology, Beijing 100022,China);Environmental Vibration Caused by Elevated Transmit System[J];Environmental Science & Technology;2008-02
7 SU Mu-biao, LI Jian-zhong, LIANG Zhi-guang (Shijiazhuang Railway Institute, Shijiazhuang 050043) (Tongji University,Shanghai 200092);VERTICAL RESONANCE PHENOMENON OF SIMPLY SUPPORTED GIRDER BRIDGES ON HIGH-SPEED RAILWAY[J];Engineering Mechanics;2001-05
8 XIA He1 , ZHANG Hong-jie1 , CAO Yan-mei1 , G. De Roeck2 (1. School of Civil Engineering & Architecture, Northern Jiaotong University, Beijing 100044 China; 2. Department of Civil Engineering, Katholieke Universitiet Leuven, B3001, Heverlee, Belgium);DYNAMIC ANALYSIS OF TRAIN-BRIDGE SYSTEM UNDER RANDOM EXCITATIONS[J];Engineering Mechanics;2003-03
9 SU Mu-biao1 , LI Jian-zhong2 , ZOU Zhen-zhu3 (1. Harbin Institute of Technology, Harbin 150001, China; 2. Tongji University, Shanghai 200092, China; 3. Shijiazhuang Railway Institute, Shijiazhuang 050043, China);ANALYSIS OF THE FACTORS INFLUENCING VERTICAL RESONANCE OF SIMPLY SUPPORTED RAILWAY GIRDERS[J];Engineering Mechanics;2003-04
10 Wang Li Zhang Yuling Tao Xiaoyan(Railway Engineering Research Institute,China Academy of Railway Sciences,Beijing 100081,China);RECONSTRUCTION DESIGN OF THROUGH A STEEL TRUSS OLD BRIDGE[J];Steel Construction;2009-05
【Co-references】
Chinese Journal Full-text Database 10 Hits
1 Ji Wenyu;Xu Kebin (Department of Civil Engineering, Northern Jiaotong University, Beijing 100044);A Calculating Method of the Moment Magnification Ratio of Concrete and Masonry Piers[J];JOURNAL OF NORTHERN JIAOTONG UNIVERSITY;1994-01
2 Xia He;Yan Guiping;Chen Yingjun(Department of Civil Engineering,Northern Jiaotong University,Beijing 100044);Dynamic Responses of Train and Cable-Stayed Bridge System Under Wind Action[J];JOURNAL OF NORTHERN JIAOTONG UNIVERSITY;1995-02
3 Wang Qingbo\ Wang Sheng\ Xu Kebin\ Xia He (Department of Civil Engineering,Northern Jiaotong University, Beijing 100044);Dynamic Responses of High Speed Railway Continuous Bridge[J];JOURNAL OF NORTHERN JIAOTONG UNIVERSITY;1997-04
4 SHAN De shan,LI\ Qiao (Southwest Jiaotong University Department of Bridge & Structural Engineering,Chengdu 610031,China);The Numerical Method for Studying the Interaction Vibration between Bridge and Vehicle[J];JOURNAL OF CHONGQING JIAOTONG INSTITUTE;1999-03
5 Lin Mei\ Xiao Shengxie (Department of Bridge Engineering,Chongqing Jiaotong Institute,400074);A Discussion on Vibration Analysis Theories of Highway Bridges and Vehicles[J];JOURNAL OF CHONGQING JIAOTONG INSTITUTE;1998-03
6 Chen Huai;Zeng Qingyuan Civil Engineering Department;Analysis of Vibration Characteristics of Larger Steel Truss Bridge[J];;1990-04
7 Zeng Qingyuan Civil Engineering Department;On the Stiffness Problems of Rail way Bridges[J];;1991-03
8 Chen Huai Civil Engineering Department;Analysis of the Calculation Results of Train Lateral Rocking Force Acting on Deck Truss Bridge[J];;1991-03
9 Guo Wenhua ;Zeng Qingyuan.(Civil Engineering Department. Changsha Railway University. changsha. 410075 );Transverse Random Vibration Analysis For the High-SpeedRailway Multi-Span Simply-Supported Bridge[J];JOURNAL OF CHANGSHA RAILWAY UNIVERSITY;1997-01
10 Guo Wenhua; Wang Ronghui; Guo Xiangrong; Zeng Qingyuan (Civil Architectural Engineering College, Changsha Railway University, Changsha, 410075);Transverse Random Vibration Analysis for the High-Speed Railway Multi-Span Simply-Supported Box Beam and Pier System[J];JOURNAL OF CHANGSHA RAILWAY UNIVERSITY;1997-04
【Secondary References】
Chinese Journal Full-text Database 10 Hits
1 CHEN Rong-feng1,2,ZHANG Quan1,ZHANG Jian-li3(1.Consultation & Service Center of Communication of Guangdong Province,Guangdong Guangzhou 510101,China;2.Chang'an University,Shanxi Xi'an 710064,China;3.South China Agriculture University,Guangdong Guangzhou 510642,China);Dynamic Response of Simply-Supported Bridge under Moving Vehicular Loads[J];Journal of Chongqing Jiaotong University(Natural Science);2008-06
2 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
3 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
4 LI Xiao-zhen , ZHANG Li-ming , ZHANG Jie (School of Civil Engineering, Southwest Jiaotong University, Chengdu 610031, China);STATE-OF-THE-ART REVIEW AND TREND OF STUDIES ON COUPLING VIBRATION FOR VEHICLE AND HIGHWAY BRIDGE SYSTEM[J];Engineering Mechanics;2008-03
5 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
6 SU Qing,LU Yao-zu,ZHANG Qing(School of Mechanical Engineering,Tongji University,Shanghai 200092,China);Nonlinear coupling dynamical analysis method on the upper part structure of shore container crane[J];Journal of Machine Design;2008-03
7 JIANG Chang-feng;Transversal earthquake reaction analysis of high mound curve continuous bridge[J];Shanxi Architecture;2009-24
8 ZHU Huai-liang1,2,XIE Yan2,HU Kai-feng2,YUAN Er-na2 (1.Department of Mechanics,Shanghai University,Shanghai 200444,China;(2.Shanghai Institute of Applied Mathematics and Mechanics,Shanghai 200072,China);Dynamic Model and Analysis of Vehicle-Bridge Coupled System with an Axial Force of Bridge[J];Journal of Nanchang University(Engineering & Technology);2008-04
9 SHEN Huo-ming,XIAO Yan-ping(Dept. of Appl. Mechanics and Eng., Southwest Jiaotong University, Chengdu 610031 China);Dynamic Character of the Bridge and Train under the Controlling of TMD[J];Sichuan University of Science and Technology;2005-04
10 Xiao Yanping,Shen Huoming(Dept.of Applied Mechanics and Engineering,Southwest Jiaotong University,Chengdu 610031,China);Effect of Train Formation on Bridge Vibration and Riding Comfort[J];Journal of Shijiazhuang Railway Institute;2005-04
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