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平扭耦联隔震体系隔震支座阻尼分布影响分析

Analysis of isolation effect of damping distribution of isolation bearings on lateral-torsional coupling isolated system

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【作者】 王铁成徐明贵严昕李冰李向真

【Author】 WANG Tiecheng1,2,XU Minggui1,YAN Xin1,LI Bing3,LI Xiangzhen3(1.School of Civil Engineering,Tianjin University,Tianjin 300072,China;2.Key Laboratory of Coast Civil Structure Safety(Tianjin University),Ministry of Education,Tianjin 300072,China;3.School of Civil Engineering,Guangzhou University,Guangzhou 510006,China)

【机构】 天津大学建筑工程学院天津大学滨海土木工程结构与安全教育部重点实验室广州大学土木工程学院

【摘要】 为了研究铅芯橡胶隔震支座的阻尼分布对平扭耦联隔震体系隔震效果的影响,本文对一个三层两跨钢框架,通过调整上部结构负重块位置及下部铅芯橡胶隔震支座的分布位置,进行不同偏心工况下平扭耦联隔震体系地震模拟振动台试验,获得了不同偏心工况、不同阻尼分布情况下结构位移和加速度的时程曲线。试验和分析表明:隔震层阻尼中心与上部结构的质心位置接近,或者增大隔震层的阻尼半径,可显著地降低上部结构的扭转反应。

【Abstract】 The purpose of this paper is to study the isolation effect of damping distribution of the lead rubber isolation bearings on lateral-torsional coupling isolated system.A series of shaking table tests of the lateral-torsional coupling isolated system under different eccentric conditions are carried out for a 3-storey,2-span steel frame,with changing the locations of upper loads and the isolation bearings.Structural displacement and alleleration time-history curves are obtained under different eccentric conditions and different damping distributions.The experimental results show that making the damping center of the isolation layer close to the stiffness center of the superstructure or increasing damping radius of the isolation layer can significantly reduce the torsional responses of the superstructure.

  • 【文献出处】 地震工程与工程振动 ,Journal of Earthquake Engineering and Engineering Vibration , 编辑部邮箱 ,2012年01期
  • 【分类号】TU352.12
  • 【被引频次】3
  • 【下载频次】134
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