华南地震2017，Vol.37Issue(2)：65-70,6.DOI:10.13512/j.hndz.2017.02.011
某高层框架-剪力墙基础隔震结构地震响应分析
Analysis of Seismic Response of a High-rise Frame-shear Wall Base-isolated Structure
摘要
Abstract
Taking the high-rise frame-shear wall base-isolated building structure as the research object, a nonlinear finite element model is built for qualitative analysis by using the elastic-plastic constitutive model of isolation equipment considering the change relation of tension and compression stiffness in vertical direction and the elastic model of frame-shear wall. The research on the seismic response of a high-rise frame-shear wall base-isolated structure is performed by the time-history analysis of the structure. The analysis results show that the nonlinear hysteretic property of isolation bearing meets the basic design requirement of bearing design. The low order periods of high-rise building are extended by using the base isolation technology. The acceleration response and inter-story displacement angle of the upper structure are decreased obviously. Most of ground motion energy is consumed by isolation layer, and the seismic response of a high-rise frame-shear wall structure can be effectively decreased by using the seismic isolation technology.关键词
框架-剪力墙结构/基础隔震/高层隔震结构/弹塑性/有限元Key words
Frame-shear wall structure/Base isolation/High-rise isolated structure/Elastic-plastic/Finite element分类
建筑与水利引用本文复制引用
吴迪,霍维刚,熊焱,谭平,沈文涛..某高层框架-剪力墙基础隔震结构地震响应分析[J].华南地震,2017,37(2):65-70,6.基金项目
广东省教育厅特色创新项目(2016KTSCX101)、广州市科技计划(201707010258)、国家自然科学基金(51108105)、广州市番禺区珠江科技新星专项(2013-专15-3.05)、桂财教(2014GXNSFBA118264) （2016KTSCX101）
