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《Journal of Beijing Jiaotong University》 2013-01
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Influence on internal force of multi-pylon cable-stayed bridge by setting double row bearings

CAO Shanshan,LEI Junqing,ZHANG Kun(School of Civil Engineering,Beijing Jiaotong University,Beijing 100044,China)  
Stiffness problem is one of the prominent problems of multi-pylon cable-stayed bridge.Based on the existing method of improving the stiffness and the geometry nonlinear effect of the long span cable-stayed bridges,the finite element model has been built in this paper.The stiffness,the way of force transmission and the distribution of internal force of six tower cable-stayed bridge are analysed by setting double row bearings with different distance.As a result,stiffness can be improved 10%.There is a best region for space between double row bearings.Besides,there’s the influence on internal force of towers and cables.
【Fund】: 国家自然科学基金资助项目(51178042);; 高等学校博士生科学专项基金资助项目(20100009110017)
【CateGory Index】: U448.27
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【Citations】
Chinese Journal Full-text Database 3 Hits
1 CAO Shan-shan1,LEI Jun-qing1,LI Zhong-san1,LIN Dao-jin2,WANG Ren-gui2(1.School of Civil Engineering and Architecture,Beijing Jiaotong University,Beijing 100044,China;2.CCCC Highway Consultants Co.,Ltd.,Beijing 100088,China);Analysis of Rigidity of Multi-Pylon Cable-Stayed Bridges[J];世界桥梁;2012-01
2 TAO Neng-qian1,WANG Fu-min2(1.Chongqing Jiaotong University,Chongqing 400074,China;2.Chongqing Communications Research & Design Institute,Chongqing 400067,China);Study on Improving the Whole Rigidity of Prestressed Concrete Three-pylon Cable-stayed Spans[J];重庆交通学院学报;2007-02
3 YU Mei~1,2 , LI Qiao~1 (1. School of Civil Engineering, Southwest Jiaotong University, Chengdu 610031, China; 2. Chongqing Jiaotong University, Chongqing 400074, China);Effect of Structural Arrangement on Mechanical Behavior of Multispan Cable-Stayed Bridges[J];桥梁建设;2004-02
【Co-citations】
Chinese Journal Full-text Database 10 Hits
1 YANG Yong;LEI Jun-qing;School of Civil Engineering,Beijing Jiaotong University;Beijing Branch,Changchun Municipal Engineering Design and Research Institute;;Analysis of Design Parameters for Three-Pylon Cable-Stayed Bridge[J];世界桥梁;2016-02
2 QI Cheng-long;SUN Zong-lei;Bridge Design Department The Third Railway Survey and Design Institute Group Corporation;;ARigidity-improving method of multi-tower cable-stayed bridge[J];山东交通科技;2015-05
3 ZHANG Yu-ping;XIE Wen-chang;LI Chuan-xi;School of Civil Engineering and Architecture,Changsha University of Science and Technology;;Parameter analysis and construction control of Ma'anshan 3-tower Cable-stayed Bridge[J];长沙理工大学学报(自然科学版);2015-02
4 WANG Lifeng;JIANG Hongwei;CUI Hailong;School of Civil Engineering,Northeast Forestry University;China Construction Communications Engrg. Group Corp. Ltd;;Analysis of Parameters Sensitivity of Extradosed Cable-Stayed Bridge with Corrugated Steel Webs[J];公路工程;2015-02
5 LI Zhong-san;LEI Jun-qing;School of Civil Engineering,Beijing Jiaotong University;;Analysis and solution of cable supporting stiffness coefficient of multi-span cable-stayed bridges[J];长安大学学报(自然科学版);2015-02
6 LI Yong-le;SU Mao-cai;WANG Shi-gang;CHEN Ke-jian;Department of Bridge Engineering,Southwest Jiaotong University;China Railway Eryuan Engineering Group Limited Company;;Sensitivity of structural stiffness parameters of long-span steel truss cable-stayed railway bridge[J];振动与冲击;2015-02
7 PENG Lin-lin;HE Cheng-hai;LIU Hui;The Fourth Engineering Co.,Ltd.,CCCC Second Harbor Engineering Company;;Study of Key Unstressed Closure Techniques for Multipylon Cable-Stayed Bridge[J];世界桥梁;2015-01
8 LI Zhong-san;LEI Jun-qing;LIN Dao-jin;School of Civil Engineering,Beijing Jiaotong University;CCCC Highway Consultants Co.,Ltd.;;Mechanical Performance Analysis of CableStayed Bridge with Multiple Pylons[J];世界桥梁;2014-01
9 WANG Can,LIU Yong-jian,WANG Ying,LIU Liang(School of Highway,Chang′an University,Xi′an 710061,China);Sensitivity Analysis of Structural Parameters of Cable-Stayed Bridge with Inclined Pylon and Back Stay Cables[J];世界桥梁;2013-02
10 CAO Shanshan,LEI Junqing,ZHANG Kun(School of Civil Engineering,Beijing Jiaotong University,Beijing 100044,China);Influence on internal force of multi-pylon cable-stayed bridge by setting double row bearings[J];北京交通大学学报;2013-01
【Secondary Citations】
Chinese Journal Full-text Database 5 Hits
1 YU Mei~1,2 , LI Qiao~1 (1. School of Civil Engineering, Southwest Jiaotong University, Chengdu 610031, China; 2. Chongqing Jiaotong University, Chongqing 400074, China);Effect of Structural Arrangement on Mechanical Behavior of Multispan Cable-Stayed Bridges[J];桥梁建设;2004-02
2 ZHENG Chun,LIU Xiao-dong (China Highway Planning and Design Institute (HPDI) Consultants, INC., Beijing 100010, China);Rigidity of Multi-Tower Cable-Stayed Bridge[J];公路;2002-06
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4 CHEN Heng jin, WANG Kai, LI Cheng gen (The 1st Reconnaissance and Design Institute, Ministry of Railway, Lanzhou 730000, China);Preliminary Analysis of Partial Cable-stayed Bridge[J];桥梁建设;2002-01
5 YANG Jin, SHAO Chang yu, SUN Shu yu, DENG Qing er (Reconnaissance and Design Institute, China Zhongtie Major Bridge Engineering Group Co., Ltd., Wuhan 430050, China);Three Pylon and Single-cable-plane PC Cable-stayed Bridge with Main Spans of 348 m+348 m[J];桥梁建设;2002-01
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