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不规则框架结构的组合隔震反应分析
引用本文:肖明葵,郑猛,昌继胜,张继丁.不规则框架结构的组合隔震反应分析[J].地震工程与工程振动,2012,32(4):174-181.
作者姓名:肖明葵  郑猛  昌继胜  张继丁
作者单位:重庆大学土木工程学院,重庆,400045
基金项目:国家自然科学基金项目:强震下高墩大跨桥梁破坏机制及基于性能的减震控制研究,国家自然科学基金项目;抗震结构位移和滞回耗能性能评估的量化指标研究
摘    要:为研究不规则框架隔震结构的地震反应,分别对一个传统抗震结构、一个铅芯叠层橡胶支座隔震结构和四个组合隔震结构(隔震层由铅芯支座和滑板支座组成)进行了弹塑性地震反应时程分析,研究隔震支座参数对隔震效果的影响。结果表明:采用组合隔震技术时,合理选择隔震层的铅芯支座布置位置、滑板支座的摩擦系数和铅芯叠层橡胶支座的型号,可以有效地降低上部结构的扭转效应;对于不规则的建筑隔震结构,为减小地面运动带来的扭转效应,建议采用由铅芯支座和滑板支座组合而成的隔震层,可对上部结构的扭转起到很好的抑制作用。

关 键 词:组合隔震  扭转效应  摩擦系数  滞回耗能

Response analysis of the combined isolation of irregular frame structure
XIAO Mingkui , ZHENG Meng , CHANG Jisheng , ZHANG Jiding.Response analysis of the combined isolation of irregular frame structure[J].Earthquake Engineering and Engineering Vibration,2012,32(4):174-181.
Authors:XIAO Mingkui  ZHENG Meng  CHANG Jisheng  ZHANG Jiding
Institution:(College of Civil Engineering,Chongqing University,Chongqing 400045,China)
Abstract:In order to study the earthquake effect on irregular frame isolated structure,the elasto-plastic earthquake response time-history analyses of a traditional aseismic structure,an isolated structure with an LRB and four combinatorial isolation structures(the structure whose isolation layer is composed of an LRB and a sliding friction isolating bearing)are made and the influences of the parameter of isolating bearing on the isolation effect are studied.The results indicate that the torsinal response of the upper structure may be efficiently reduced when using the combinatorial isolation technology by rationally choosing the layout location of the LRB,the coefficient of friction of the sliding friction isolating bearing and the model of the LRB for the isolation layer.Consequently,for irregular isolation structure with frame,we could efficiently control the torsion of the upper structure by using the isolation layer,which is composed of an LRB and a sliding friction isolating bearing,to reduce the torsional effect exerted by the ground motion.
Keywords:combined isolation  torsional effect  friction coefficient  hysteretic energy
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