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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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【Secondary References】
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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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