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《Journal of Vibration and Shock》 2015-16
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Effect of cable-stayed bridge's relative height of deck on viscous damper's seismic reduction behavior

ZHANG Wen-xue;HUANG Jian;WANG Jing-jing;College of Architecture and Civil Engineering,Beijing University of Technology;  
Studies show that proper elastic viscous damper between the tower and girder can improve the seismic behavior of cable-stayed bridge. However,conclusions at present are mostly drawn from some specific engineering projects without considering the influence of different relative height of deck on viscous damper 's shock reduction effect. By changing the height of lower towers to alter the relative height of deck,the influence of relative height of deck on towergirder viscous damper's shock reduction effect was analysed based on a certain cable-stayed bridge model. According to the study,it is shown that the relative height of deck of cable-stayed bridge has an outstanding influence on the damper's optimal parameters and the optimum shock reduction effect.
【Fund】: 国家自然科学基金面上项目(51378034/E080505);; 北京市自然科学基金面上项目(8122007)
【CateGory Index】: U442.55;U448.27
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【Citations】
Chinese Journal Full-text Database 7 Hits
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【Co-citations】
Chinese Journal Full-text Database 10 Hits
1 WU Xingbang;LU Yun;Jiangsu Transportation Research Institute Co.,LTD;;Effects of Parameters on Dynamic Characteristics of Three-tower Cable-stayed Bridge[J];公路工程;2015-06
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3 LI Yu-chun;YU Yan-qing;WANG Zhuang;Department of Hydraulic Engineering,Tongji University;College of Environmental and Civil Engineering,Jiangnan University;;Simplified equivalent fluid model for seismic response calculation of pipeline bridge[J];南水北调与水利科技;2015-06
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8 FANG Yuan;XI Jin;Anhui Transport Consulting & Design Institute Co.Ltd.;;Optimization of Earthquake Resistance System for Single Tower Cable-stayed Bridge[J];公路;2015-05
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