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《Journal of Beijing Jiaotong University》 2006-04
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Pounding Behavior of High-Speed Railway Simple Supported Bridges Under the Near-Fault Earthquakes

MENG Xian-feng,ZHU Xi (School of Civil Engineering and Architecture,Beijing Jiaotong University, Beijing 100044,China)  
The neat-fault ground motion can dramatically influence response characteristic of the structures.And it can increase the internal force and the displacement of the structures.Because high-speed railway simple supported beam bridges also have the expansion joints as general simple supported beam bridges,the pounding will happen between adjacent beams or beams and abutment.And the pounding can cause beams falling.In this paper,the effect caused by pounding to the bridges was studied.The conclusion was draw that the pounding between two decks have heavy influence on the fixed pin bearings.This fact had not been noticed for a long time in the bridges designing.
【Fund】: 国家自然科学基金资助项目(50278002)
【CateGory Index】: U441.3
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【Citations】
Chinese Journal Full-text Database 1 Hits
1 WANG Dong-sheng, FENG Qi-min, LIN Xian-zhang, ZHAI Tong (Institute of Engineering Mechanics. Harbin 150080. China; Qingdao University of Ocean. Qingdao 266071, China; Harbin Institute of Technology. Harbin 150090. China);State-of-the-art of nonlinear seismic response analysis of RC bridge[J];Earthquake Engineering and Engineering Vibration;2002-01
【Co-citations】
Chinese Journal Full-text Database 6 Hits
1 Li Zhongxian, Yue Fuqing(School of Civil Engineering, Tianjin University, Tianjin 300072, China);State of arts of study on seismic pounding responses of urban bridges[J];Earthquake Engineering and Engineering Vibration;2005-04
2 Meng Xian-feng,Zhu Xi (School of Civil Engineering and Architecture, Beijing Jiaotong University, Beijing 100044,China);State-of-the-art of Aseismic Restrainers and Countermeasures for Reduction of Pounding Effects and Prevention of Beam Collapsing in Beam Bridges[J];Earthquake Resistant Engineering;2005-02
3 LIN Hua-dong1,WANG Qiang2(Guangdong Communication Group Testing Center,Guangzhou 510800,China);Study on Impact Response of Bridges with Simply-supported Beams under Near-field Earthquake[J];Guangdong Highway Communications;2008-04
4 ZHU Wen-zheng~1,LIU Jian-xin~2(1.School of Civil Engineering,Guangzhou University,Guangzhou 510405,China;2.Highway College,Chang'an University,Xi'an 710064,China);Research state in collapse-proof systems for bridge[J];Journal of Guangzhou University(Natural Science Edition);2005-04
5 HUANG Zeng-yan LI Yuan-fang WANG Jian-min;The study on the collision of the simply supported girder bridge of the highway under the effort of the near-fault earthquake[J];Shanxi Architecture;2008-23
6 ZHU Dong-sheng YU Lu-song(College of Civil Engineering,Lanzhou Jiaotong University,Lanzhou 730070,China);The nonlinear seismic displacement responses of RC bridge piers[J];World Earthquake Engineering;2006-02
【Co-references】
Chinese Journal Full-text Database 10 Hits
1 YU Hai-long, ZHU Xi (School of Civil Engineering and Architecture, Beijing Jiaotong University, Beijing 100044,China);Characteristic of Pounding Response of the Simple-Supported Bridges during Earthquake[J];Journal of Northern Jiaotong University;2004-01
2 Liu Muqing;Design of Point Bearing Deformed Bend Slab Bridge on Ring Road of Beijing Xizhimen Inside[J];Urban Roads Bridges & Flood Control;2005-02
3 GUO Wei 1,SHEN Ying hong 2 (1.Chinese Academy of Railway Science, Beijing 100081, China;2.Shenzhen Qinghua Garden Architectural Design Ltd, Shenzhen 518052,China);Earthquake response analysis of nonlinear impacts for simply supported viaduct[J];Earthquake Engineering and Engineering Vibration;2002-04
4 Li Zhongxian, Yue Fuqing(School of Civil Engineering, Tianjin University, Tianjin 300072, China);State of arts of study on seismic pounding responses of urban bridges[J];Earthquake Engineering and Engineering Vibration;2005-04
5 Zhou Guoliang~(1),Li Xiaojun~(1,2),Qi Xingjun~(2),Li Yaqi~(2) (1.Institute of Engineering Mechanics,China Earthquake Administration,Harbin 150080,China;2.Institute of Geophysics,China Earthquake Administration,Beijing 100081,China);Seismic pounding effects on girder bridges with high piers and mitigating counter measures[J];Earthquake Engineering and Engineering Vibration;2006-05
6 Li Zhongxian,Zhou Li,Yue Fuqing (School of Civil Engineering,Tianjin University,Tianjin 300072,China);Seismic pounding prevention analysis and parametric design of urban bridges using viscous damper[J];Earthquake Engineering and Engineering Vibration;2006-05
7 Qin Zhiying 1,2 Lu Qishao1 (1. School of Science, Beijing University of Aeronautics and Astronautics, Beijing 100083, China) (2 . School of Mechanical and Electrical Engineering, Hebei University of Science and Technology, Shijiazhuang 050054, China);ANALYSIS OF IMPACT PROCESS MODEL BASED ON RESTITUTION COEFFICIEN[J];Journal of Dynamics and Control;2006-04
8 WANG Dong-sheng1 , FENG Qi-min2 , WANG Guo-xin1 (1. State Key Laboratory of Coastal and Offshore Engineering, Dlian University of Technology, Dalian 116024, China; 2. Ocean University of China, Qingdao 266071, China);ANALYSIS MODEL OF POUNDING BETWEEN ADJACENT BRIDGE GIRDERS DURING EARTHQUAKES BASED ON COLLINEAR IMPACT BETWEEN RODS[J];Engineering Mechanics;2004-02
9 WANG Dong-sheng1 , WANG Guo-xin1 , FENG Qi-min2 (1. State Key Laboratory of Coastal and Offshore Engineering, Dlian University of Technology, Dalian 116024, China; 2. Ocean University of China, Qingdao, 266071, China);EQUIVALENT RIGID-BODY COMPACT MODEL OF POUNDING BETWEEN ADJACENT BRIDGE GIRDERS DURING EARTHQUAKES[J];Engineering Mechanics;2004-04
10 NIE Li-ying1,2,LI Jian-zhong2,FAN Li-chu2(1.Department of Civil Engineering,Hehai University,Jiangsu Nanjing 210098,China;2.Department of Bridge Engineering,Tongji University,Shanghai 200092,China);SELECTION OF POUNDING ANALYSIS PARAMETERS AND ITS EFFECTS ON STRUCTURE UNDER EARTHQUAKE[J];Engineering Mechanics;2005-05
【Secondary Citations】
Chinese Journal Full-text Database 1 Hits
1 Ye Xianguo (Hefei University of Technology);SIMULATION OF EARTHQUAKE RESPONSE AND DAMAGE OF R/C STRUCTURES BASED ON THE NONLINEAR DYNAMIC ANALYSIS[J];China Civil Engineering Journal;1998-04
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