Full-Text Search:
Home|Journal Papers|About CNKI|User Service|FAQ|Contact Us|中文
《China Civil Engineering Journal》 2011-04
Add to Favorite Get Latest Update

Study of the longitudinal failure pattern of long span suspension bridges under earthquake

Nie Liying Zhang Lei Li Shuojiao (Hohai University,Nanjing 210098,China)  
Research on structural failure patterns forms the basis for structures to survive serious earthquakes.However,study of the failure patterns of long span suspension bridges under earthquake is rarely seen in the literature.For long span suspension bridges in China,the suspension part,consisting of main cables,stiffening girds and hanger ropes,is usually made of steel,and the pylon towers,as the core structural support components,are usually composed of reinforced concrete frames.Therefore,the focus of the study on the failure patterns of long span suspension bridges is on the reinforced concrete pylon towers.The longitudinal failure pattern and corresponding characteristics of long span suspension bridges under earthquake are investigated through finite element analysis with the Runyang long span suspension bridge as the example.The failure pattern is found to be in the form of synchronal double plastic-hinges.This implies that such mechanism in which the plastic hinges generate successively does not exist.Hence,whether or not the stiffness,after yielding of the pylon towers,can be used just like short or middle span reinforced concrete bridge depends on the structure's plastic buckling behavior under earthquake.
【Fund】: 国家自然科学基金(505090060);; 江苏省自然科学基金(BK2005110);; 江苏省“青蓝工程”项目资助
【CateGory Index】: U442.55
Download(CAJ format) Download(PDF format)
CAJViewer7.0 supports all the CNKI file formats; AdobeReader only supports the PDF format.
【Citations】
Chinese Journal Full-text Database 4 Hits
1 ZHANG Ya-hui~*,LI Li-yuan,CHEN Yan,LIN Jia-hao ( State Key Lab. of Struct. Anal. for Ind. Equip., Dalian Univ. of Technol., Dalian 116024, China );Wave passage effect on random seismic response of long-span structures[J];Journal of Dalian University of Technology;2005-04
2 WANG Hao~(1,2),LI Ai-qun~(1,2),GUO Tong~(1,2) (1.College of Civil Engineering,Southeast Univ,Nanjing,Jiangshu 210096,China;2.Education Ministry Key Laboratory of Concrete and Prestressed Concrete Structure,Southeast Univ,Nanjing 210096,China);Compositive Optimal Control of the Seismic Response for Super-Long-Span Suspension Bridges[J];Journal of Hunan University(Natural Sciences);2006-03
3 Qin Quan Lou Lei (Tsinghua University);EFFECT OF NON-PROPORTIONAL DAMPING ON SEISMIC RESPONSES OF SUSPENSION BRIDGES[J];;1999-03
4 Xiao Rucheng\ Xiang Haifan[Department of Bridge Engineering, Tongji University, Shanghai, 200092];Research on the Structural Analysis Theory and Special Program of Long Span Suspension Bridge[J];CHINA JOURNAL OF HIGHWAY AND TRANSPORT;1998-04
【Secondary Citations】
Chinese Journal Full-text Database 6 Hits
1 Sun Guangliang;A Multi-hierarchical Comprehensive Evaluation Model and its Application[J];Systems Engineering;1996-02
2 Xiao Rucheug, Lin Ping (Shanghai Institute of Urban Construction,200092);Applications of Computational Structural Mechanics in Construction Design and Control of Bridge Structures[J];;1993-01
3 YE Zhengqiang, LI Aiqun, CHENG Wenrang YANG Guohua, DING Youliang (College of Civil Engineering, Southeast University, Nanjing 210096, China);Study on Vibration Energy Dissipation Design of Structures with Fluid Viscous Dampers[J];Journal of Building Structures;2001-04
4 QIN Quan, LUO Ying, SUN Hao Department of Civil Engineering, Tsinghua University, Beijing 100084, China;Seismic design of suspension bridge superstructures[J];JOURNAL OF TSINGHUA UNIVERSITY(SCIENCE AND TECHNOLOGY);1998-12
5 Ye Aijun Hu Shide Fan Lichu(State Key Laboratory for Disaster Reduction of Civil Engineering, Tongji University);SEISMIC DISPLACEMENT CONTROL FOR SUPER-LONG-SPAN CABLE-STAYED BRIDGES[J];China Civil Engineering Journal;2004-12
6 YANG Meng-gang~1, HU Jian-hua~(2,3), CHEN Zheng-qing~(1,2) (1. School of Civil and Architectural Engineering, Central South University, Changsha 410075, China; 2. School of Civil Engineering, Hunan University, Changsha 410082, China; 3. Hunan Communication Planning and Prospecting Design Institute, Changsha 410011, China);Seismic Response Analysis of self-anchored Suspension Bridge with Single-tower[J];Journal of Central South University of Technology(Natural Science);2005-01
©2006 Tsinghua Tongfang Knowledge Network Technology Co., Ltd.(Beijing)(TTKN) All rights reserved