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近断层地震作用下相邻隔震结构的碰撞研究
引用本文:黄潇,朱宏平.近断层地震作用下相邻隔震结构的碰撞研究[J].华中科技大学学报(城市科学版),2011,28(3).
作者姓名:黄潇  朱宏平
作者单位:华中科技大学 土木工程与力学学院;控制结构湖北省重点实验室,湖北武汉430074
基金项目:国家杰出青年科学基金(50925828)
摘    要:采用Kelvin碰撞模型,推导了在近断层地震作用下隔震结构与相邻建筑物相碰撞的动力方程,研究了碰撞时隔震支座的隔震效果.并将隔震建筑与限位装置、与相邻非隔震结构以及与相邻隔震结构在近断层地震作用下相碰撞时的动力响应进行了对比分析.研究表明,碰撞使得基础隔震结构的加速度反应增大,但仍小于非隔震时发生碰撞的加速度响应.通过对比分析得出地震作用时隔震建筑与两边相邻结构相碰撞的次数要远多于仅一边结构相碰撞的次数.

关 键 词:隔震结构  近断层地震  相邻结构  碰撞

Study on Impact of Adjacent Base-isolated Structures Under Near-fault Earthquake
HUANG Xiao,ZHU Hong-ping.Study on Impact of Adjacent Base-isolated Structures Under Near-fault Earthquake[J].Journal of Huazhong University of Science and Technology,2011,28(3).
Authors:HUANG Xiao  ZHU Hong-ping
Affiliation:HUANG Xiao,ZHU Hong-ping (a.School of Civil Engineering and Mechanics,b.Hubei Key Laboratory of Control Structure,Huazhong University of Science and Technology,Wuhan 430074,China)
Abstract:A linear Kelvin contact model was used to simulate the impact of adjacent struct ures.The governing equations of the structural pounding system under near-faul t earthquake were set up,and the effect of isolation bearings was investigated. The impact of base-isolated structure with displacement-constraint devices,w ith base-isolated structures and with base-isolated structure were studied.Th e results showed that the pounding on the base-isolated structure leads an obvi ous magnification of its acceleration...
Keywords:base-isolated structure  near-fault earthq uake  adjacent structures  pounding  
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