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《Journal of Chongqing Jiaotong University(Natural Science)》 2009-02
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Analysis on the Lateral Vibration Control of Top-Bear Arch Bridges

LI Feng-bao,ZHU Dong-sheng(School of Civil Engineering & Architecture,Chongqing Jiaotong University,Chongqing 400074,China)  
Taking two different span top-bear arch bridges as example,the dynamic characteristics of them are analyzed and then the results are compared by utilizing ANSYS program.Then lateral damping braces are set in two bridges,making use of three seismic records,the seismic response of bridges is analyzed by dynamic time history method.The results show that the lateral damping brace can remarkably decrease seismic response of the bridge in the lateral plane.
【CateGory Index】: U442.55
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1 ZHANG Min;JIANG Hong-bo;LI Yang;School of Civil Engineering and Architecture,Guangxi University of Science and Technology;;Calculation of vibration equation and analysis of seismic response for damping energy dissipation frame structure[J];计算力学学报;2016-03
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