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《Sichuan Building Science》 2012-02
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Dynamic characteristics of the high pier-long span continuous rigid-framed bridge with concrete filled steel tube columns

GUO Yi1,WEN Huabin1,ZHAN Yulin2(1.School of Mechanical Engineering,Sichuan University of Science & Engineering,Zigong 643000,China; 2.School of Civil Engineering,Southwest Jiaotong University,Chengdu 610031,China)  
With analysis of dynamic characteristics of the long-span rigid frame bridges with high piers which is located in mountains,method for analysis of dynamic characteristics of the long-span rigid frame bridges is researched,and structure behavior and law of dynamic characteristics of this type of bridge are studied.On structural dynamic property,the important effects of the structural parameters,such as pier height,boundary condition,curved-girder section of the bridge and transverse connection,is studied.Some useful results about this type of bridge is made for seismic and wind resistance design.
【Fund】: 四川教育厅项目(09ZC059);; 高等学校博士学科点专项科研基金(20090184120033)
【CateGory Index】: U448.23;U441.3
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【Citations】
Chinese Journal Full-text Database 2 Hits
1 ZHAN Yulin 1,ZHAO Renda 1,XU Tengfei 1,TANG Chengping 2 (1.Department of Bridge Engineering,Southwest Jiaotong University,Chengdu 610031,China; 2.Sichuan Yaxi Expressway Limited Liability Company,Yaan 625000,China);Nonlinear analysis on continuous rigid frame bridge with large-span and high-pier made of concrete filled steel tube laced columns[J];Sichuan Building Science;2009-06
2 Xiang Haifan;Reform of Engineering Educatin and Cultivation of Innovative Talents[J];Research in Higher Education of Engineering;2007-05
【Secondary Citations】
Chinese Journal Full-text Database 3 Hits
1 LIANG Zhiyao,LI Jianzhong(Department of Bridge Engineering,Tongji University,Shanghai 200092,China);Investigation on rational analytical model of tall bridge pier[J];Journal of Earthquake Engineering and Engineering Vibration;2007-02
2 ZHAN Yu-lin,XIANG Tian-yu,ZHAO Ren-da(Department of Bridge Engineering,Southwest Jiaotong University,Chengdu Sichuan 610031,China);CREEP EFFECT ANALYSIS OF GEOMETRIC NONLINEAR STRUCTURES[J];Engineering Mechanics;2006-07
3 WANG Jun-li,HE Shuan-hai(Key Laboratory for Bridge and Tunnel of ShaanXi Province,Chang'an University,Shaanxi Xi'an 710064,China);Nonlinear Analysis of Long-span Curve Rigid Bridge with High Piers During Cantilever Construction[J];Journal of Highway and Transportation Research and Development;2005-10
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