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《Journal of Changsha Railway University》 1998-01
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Nonlinear Analysis of High Two-Leg Thin-Walled Pier of the XiJiuXi River Bridge in NanKueng Railway

Yan Quansheng Dai Gonglian(Civil Architectural Engineering College,Changsha Railway University,Changsha, 410075 )  
With the theoretical method and program presented by reference [1], the nonlinear influence of the deflection and bending moment of the XiJiuxi RiverBrideg are calculated. The variation of structural inner force and delection areanalyzed under various stiffness of the pier column. The results show thatthe nonlinear influence of the deflection and bending moment of the XiJiuXiRiver Bridge is minor.
【CateGory Index】: U448.23
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【Co-references】
Chinese Journal Full-text Database 10 Hits
1 SUN Qiang,QIANG Cheng,YUAN Yong (Tongji University,Shanghai 200092,China);Effect of the initial eccentsicity acting on the stability of pile foundation[J];Building Science Research of Sichuan;2001-01
2 HEChang,XIANG Zhongfu(Deptartment of Bridge and Structure Engineering,Chongqing Jiaotong University,Chongqing 400074,China );Non-linear stability analysis of tall piers with incipient defect[J];Journal of Chongqing Jiaotong University;2003-03
3 YU Hong-gang,~1 ZHOU Shui-xing,~2 CHEN Qiang~2,XIAO Jun-liang~2 (1.Department of Bridge Engineering,Tongji University,Shanghai 200092,China;2.School of Civil Engineering & Architecture,Chongqing Jiaotong University,Chongqing 400074,China);The analysis of initial stress about stability and bearing capacity of Zhongshan Bridge[J];Journal of Chongqing Jiaotong University;2006-01
4 Luo QizhiYu Jianli (Foshan University,Guangdong 528000)(Foshan Highway Bureau,Guangdong 528000);Negative Shear Lag in Box Girder with Varying Depth[J];JOURNAL OF CHONGQING JIAOTONG INSTITUTE;1997-03
5 Li Shenghui,Cao Shushang;Calculation Analysis of High-pier Large-span Continuous Rigid Frame Bridge and Its Double-limb Thin-wall High Pier[J];Urban Roads Bridges & Flood Control;2007-05
6 WEI Cheng-long~(1,2),XIANG Qi-sheng~2,ZENG Qing-yuan~3(1.College of Bridge and Structure Engineering,Changsha University of Science and Technology,Changsha 410076,China;2.Department of Civil Engineering,Hunan Institute of Science and Technology,Yueyang 414000,China;3.School of Civil and Architectural Engineering,Central South University,Changsha 410076,China);The Qualitative Analysis of the Structural Stability by Ritz Method about Two Thin Walls of High Pier of Bridge with Continuous Frame[J];Journal of Changsha Communications University;2006-03
7 LI Chuan-xi,ZENG Yong-ge,DAI Ya-jun(College of Bridge and Structure Engineering,Changsha University of Science and Technology,Changsha 410076,China);Simplified calculation for the externally prestressed beam based on the plastic hinge[J];Journal of Changsha Communications University;2007-01
8 CAI Huabing1,2, PEI Ruojuan1(1. Huazhong University of Science & Technology, Wuhan 430000,China;  2.The Fourth Survey & Design Institute of China Railway, Wuhan 430000,China) ;The Calculation of Shear Lag Effect of Continuous Rigid-frame Wide Box-beam Bridge[J];Journal of Changsha Railway University;2003-03
9 He Yi-bin(The Fourth Survey and Design Institute of China Railways,Wuhan 430063,China);Temperature effect of hollow concrete high piers[J];Journal of Railway Science and Engineering;2007-02
10 Wang Huabin Xu Zhisheng Ren Weixin (Civil Architectural Engineering College,Changsha Railway University,Changsha,410075);Analysis of Natural Frequency about 3 Dimensional Pile Group plie Cap pier[J];JOURNAL OF CHANGSHA RAILWAY UNIVERSITY;1999-02
【Secondary References】
Chinese Journal Full-text Database 3 Hits
1 CUI Yingbo1,GONG Dehua2,JIA Shan2,ZHAO Renda2,YANG Yongqing2,XIANG Tianyu2(1.Guizhou Highway Development Company,Guiyang 550002,China;2.Department of Bridge Engineering,Southwest Jiaotong University,Chengdu 610031,China);Structural behavior analysis of curved prestressed concrete frame bridge[J];Sichuan Building Science;2007-02
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