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减振双曲形钢支座在空间结构中的应用
引用本文:王利群,徐国彬.减振双曲形钢支座在空间结构中的应用[J].钢结构,2002,17(5):32-34.
作者姓名:王利群  徐国彬
作者单位:北方交通大学,北京,100044
摘    要:支座是一种薄弱构件 ,其抗震能力必须加强。万向承载、万向转动、减振双曲形钢支座的抗震能力很高 ,可承受压力、拔力、任意方向的剪力。并以一个实际工程为例 ,用大型结构分析软件对工程结构进行地震响应分析 ,比较了采用减振支座前后的地震响应结果 ,在保证相对位移满足要求下 ,减振效果可达 2 0多倍 ,减振效果极为明显。

关 键 词:万向承载  万向转动  减振支座  减振效果
修稿时间:2002年6月20日

APPLICATION OF HYPERBOLIC DAMPING IRON BEARING IN SPACE STRUCTURE
Wang Liqun,Xu Guobin.APPLICATION OF HYPERBOLIC DAMPING IRON BEARING IN SPACE STRUCTURE[J].Steel Construction,2002,17(5):32-34.
Authors:Wang Liqun  Xu Guobin
Affiliation:Northern Jiaotong University Beijing 100044
Abstract:Bridge bearing is a weak constructional element,so its earthquake resistant ability should be strengthened.The earthquake resistant ability of a universal load-supporting and rotating hyperbolic bridle iron stated in this paper is very effective,and it can bear pressure,pulling force and shear force in any direction.A real engineering case is involved to analyse the structure′s seismic response by a large-scaled structure analysis software.The calculation results before and after using this damping bearing are compared.Provided that the relative displacement is less than the limits,the damping effect can be up to more than 20 times.So the damping effect is very obvious.
Keywords:universal load-supporting    universal rotation  damping bearing    damping effect
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