Full-Text Search:
Home|Journal Papers|About CNKI|User Service|FAQ|Contact Us|中文
《Journal of Chongqing Jiaotong University》 2005-01
Add to Favorite Get Latest Update

Influence of structural nonlinearities on Internal force of super-long span cable-stayed bridge under service stage

ZHANG Xue-song~(1,2), LIANG Peng~1, JIA Li-jun~1, XIAO Ru-cheng~1(1.Department of Bridge Engineering, Tongji University, Shanghai 200092, China; 2.School of civil Engineering & Architecture, Chongqing Jiaotong University, Chongqing 400074, China)  
In this paper influence of structural nonlinearities on internal force of super-long span Cable-Stayed Bridge under service stage is studied. The cable sag effect, the beam-column effect and the large displacement effect are taken into account in the study. Based on the study of a cable-stayed bridge with a main span of more than 1000-meter-long, the nolinear influence factors of internal force at controlling sections are evaluated. Finally, the measures to reduce the influence of nonlinearities are presented.
【Fund】: 国家自然科基金项目(59895410)资助
【CateGory Index】: U448.27
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 1 Hits
1 Chen Zhengqing;Yan Quansheng Civil Engineering Department;Nonlinear Analysis of a Long-span Cable-stayed Bridge[J];;1991-03
【Co-references】
Chinese Journal Full-text Database 10 Hits
1 Xu Maozeng (Management Engineering Department);Fault Detection and Diagnosis of the National Economic System (Ⅱ): the Sturctral Fault Detection with Apptications[J];Journal of Chongqing Jiaotong University;1992-01
2 Chen Zhengqing;Yan Quansheng Civil Engineering Department;Nonlinear Analysis of a Long-span Cable-stayed Bridge[J];;1991-03
3 XIN Ke-gui , FENG Zhong (Civil Engineering Department, Tsinghua University, Beijing 100084, China);NONLINEAR STATIC REVERSE ANALYSIS OF LONG-SPAN CABLE-STAYED BRIDGES DURING CONSTRUCTION[J];Engineering Mechanics;2004-05
4 FANG Zhi , GUO Qi-wu , LIU Guang-dong (School of Civil Engineering, Hunan University, Changsha 410082, China);NONLINEAR BEHAVIOR OF CONCRETE CABLE-STAYED BRIDGE DURING ITS CONSTRUCTION AND SERVICE STAGES[J];Engineering Mechanics;2005-01
5 Zheng Kaifeng; Liang Zhaowei; Tang Jishun(Southwest Jiaotong University Chengdu 610031)(Hinghway Research Institute, Ministry of Communications Beijing 100088);THE ADVANSES IN FULLY WELDING STEEL BOX BEAM OF SUSPENSION BRIDGE IN CHINA[J];STEEL CONSTRUCTION;1998-02
6 Sui Baoshan; Wu Zhaoan(Baoji Bridge Girder Plant 721006);AN ELEMENTARY INTRODUCTION OF THE MANUFACTUREING TECHNOLOGY OF BOX-TYPED STEEL GIRDERS FOR SHANTOU-QUESHI GREAT BRIDGE[J];STEEL CONSTRUCTION;1999-02
7 Hu Guangrui(China Railway Shanhaiguan Bridge Group Co.,Ltd Qinhuangdao 066205);THE METHODS OF PROFILE AND DIMENSION CONTROL DURING ASSEMBLY OF LARGE STEEL BOX GIRDER FOR HIGHWAY[J];Steel Construction;2006-05
8 ZHANG Xue-song,LIANG Peng,JIA Li-jun,XIAO Ru-cheng(Department of Bridge Engineering,Tongji University,Shanghai200092,China);Influence of Structural Nonlinearities on Internal Force of Super-LongSpan Cable-Stayed Bridge under Completion Stage[J];Journal of Highway and Transportation Research and Development;2004-09
9 ZHAO Lei,YANG Xing-wang(School of Civil Eng.,Southwest Jiaotong University,SichuanChengdu610031,China);Stablity Analysis of the Second Nanjing Yangtze River Cable-Stayed Bridge During Construction[J];Journal of Highway and Transportation Research and Development;2005-07
10 LIANG Peng~1,QIN Jian-guo~2,YUAN Wei-jun~3(1.Key Laboratory for Bridge and Tunnel of Shaanxi Province,Chang'an University,Shaanxi Xi'an 710064,China;2.The First Highway Survey & Design Institute of China,Shaanxi Xi'an 710064,China;3.Zhumadian Highway Planning Prospecting and Design Institute,Henan Zhumadian 463000,China);Geometrical Nonlinear Analysis under Live Load for Super Long Span Cable-stayed Bridges[J];Journal of Highway and Transportation Research and Development;2006-04
©2006 Tsinghua Tongfang Knowledge Network Technology Co., Ltd.(Beijing)(TTKN) All rights reserved