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《CHINESE JOURNAL OF COMPUTATIONAL MECHANICS》 1997-01
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Dynamic characteristics analysis of long span cable stayed bridges

Chen Huai (Department of Civil Engineering, Zhengzhou Unirersity of Technology, Zhengzhou, 450002, P. R. China)Guo Xiangrong, Zeng Qingyuan (Department of Civil Engineering, Changsha Railway Institute, Changsha, 410075, P. R. China)  
In this paper, a method for the analysis of dynamic characteristics of long span steel trussed cable stayed bridges is suggested. The finite element model is developed using finite truss elements to model the truss bridge deck, and space beam elements to model the bridge tower, and space truss elements to model the cablesof cable stayed bridge. Stiffness and mass matrices are calculated based on material and geonetric properties of the various bridge elements. The subspace iteration method is used to calculate the eigenprobem. The results provide reference for design.
【Fund】: 河南省自然科学基金
【CateGory Index】: U441.2
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【Co-citations】
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1 LI Chen;SUN Zhao-hui;QIAO Ke;YUAN Jun;College of Engineering and Technology,Southwest University;;Numerical Simulation of Mechanical Properties of Kiwifruit Cultivation Scaffold under Wind Load[J];西南师范大学学报(自然科学版);2018-04
2 PAN Peng;LEI Xiaoyan;ZHANG Pengfei;WU Shenhua;Guangzhou Metro Design & Research Institute Co.,Ltd.;;Analysis of Vertical Dynamic Characteristics for Ballastless Track on Bridge[J];城市轨道交通研究;2018-03
3 ZHU Zhihui;GONG Wei;ZHANG Lei;YU Zhiwu;CAI Chengbiao;School of Civil Engineering,Central South University;National Engineering Laboratory for High Speed Railway Construction,Central South University;State Key Laboratory of Traction Power,Southwest Jiaotong University;;An Efficient Hybrid Algorithm for Dynamic Analysis of Train-Track-Bridge Coupled System Based on Separation Iterative Method and Coupled Time-Varying Method[J];中国铁道科学;2018-01
4 HE Tianlong;CHEN Xianmai;XU Lei;School of Civil Engineering, Central South University;National Engineering Laboratory for High Speed Railway Construction;Track Power State Key Laboratory, Southwest Jiaotong University;;Vehicle-track system vertical vibration analysis based on wheel-rail time-varying contact stiffness[J];中南大学学报(自然科学版);2017-08
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【Co-references】
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1 LI Zhen;Hunan Communication Polytechnic;;The Impact of Cable Damage on the Vibration Characteristics of Extradosed Cable-stayed Bridge[J];公路工程;2013-05
2 XIAO Xiang1,2,REN Weixin1,2(1.School of Civil Engineering and Architecture,Central South University,Changsha Hunan410075,China;2.High-Speed Railway Construction Technology National Engineering Laboratory,Central South University,Changsha Hunan410075,China);Train-Bridge Spatial Coupling Vibration Analysis Based on the Baseline Finite Element Model of the Bridge[J];中国铁道科学;2011-02
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