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大跨度桥梁中液压阻尼器的减震研究
引用本文:冯维,周敏.大跨度桥梁中液压阻尼器的减震研究[J].山西建筑,2008,34(11):302-304.
作者姓名:冯维  周敏
作者单位:1. 上海市政设计研究总院斯美南方分院,广东佛山,528200
2. 广东省佛山市公路桥梁工程监测站,广东佛山,528200
摘    要:为了分析研究液压阻尼器对大跨度桥梁地震效应的控制作用,以一座斜拉桥为例,在相同的地震波作用下,对三种不同的塔梁连接形式分别进行时程分析,比较了三种连接形式下桥梁跨中及桥塔的纵向位移、主梁及桥塔的受力情况,指出液压阻尼器能够改善大跨度桥梁的动力特性。

关 键 词:大跨度桥梁  液压阻尼器  时程分析  减震
文章编号:1009-6825(2008)11-0302-03
修稿时间:2007年12月25

Study on the seismic response reduction of fluid Viscous damper in long-span bridge
FENG Wei,ZHOU Min.Study on the seismic response reduction of fluid Viscous damper in long-span bridge[J].Shanxi Architecture,2008,34(11):302-304.
Authors:FENG Wei  ZHOU Min
Affiliation:FENG Wei ZHOU Min
Abstract:This thesis based on an example of cable-stayed to analyze the effects of the fluid viscous damper in seismic response of long-span bridge.Under the same seismic excitation,time-history analysis is used to the elastic juncture between pylon and deck,the horizontal displacement restriction,and the horizontal displacement of the middle of deck and pylon and the stress of the bridge tower of three systems are compared.The researches show that the fluid viscous damper can mend the dynamical characteristic of long-span bridge system,by this it can not only minimize both the displacement and stress of thissystem.
Keywords:long-span bridge  fluid viscous damper  time-history analysis  seismic response reduction
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