Study on Seismic Response Reduction of a Long-Span Cable-Stayed Bridge by Adding Viscous Dampers at the Different Positions

被引:0
作者
Li Ziqi [1 ]
Fan Yanyan [1 ]
机构
[1] Lanzhou Jiaotong Univ, Sch Civil Engn, Lanzhou 730070, Peoples R China
来源
MANUFACTURING SCIENCE AND TECHNOLOGY, PTS 1-3 | 2011年 / 295-297卷
关键词
Long-span bridges; Lifeline engineering; Earthquake; Vibration-isolation seismic; Viscous dampers;
D O I
10.4028/www.scientific.net/AMR.295-297.2304
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
Bridge is an important part of transport system, especially for the long-span bridges of important route. And it belongs to the lifeline project. It is an important measure for reducing the secondary disaster to ensure bridge's normality in traffic after the earthquake. Currently, the isolation seismic design of long-span bridges with the special structure is used to reduce damage of bridges by the reason of the earthquake. Based on damping principle of the viscous dampers, the calculation and analysis of what the effect of shock absorption done by damper in decorate position of long-span cable-stayed bridge to structure of bridges are formulated in this paper.
引用
收藏
页码:2304 / 2308
页数:5
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