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隔震体系简化模型动力分析
引用本文:李岩,孙辉,王立悦,赵金波.隔震体系简化模型动力分析[J].科学技术与工程,2009,9(7).
作者姓名:李岩  孙辉  王立悦  赵金波
作者单位:1. 大庆石油学院,土木建筑工程学院,大庆,163318
2. 大庆油田有限责任公司,储运销售分公司基建工程管理中心,大庆,163453
3. 黑龙江省建筑设计研究院,哈尔滨,150008
4. 大庆油田物资集团建筑材料公司,大庆,163453
摘    要:为了研究隔震房屋的抗震性能,对隔震结构进行多质点体系的时程分析,结果表明橡胶垫能减小上部结构的地震反应.上部结构处于弹性阶段,与实际隔震结构情况相符,说明可对基础隔震结构采用层间剪切模型进行动力分析.

关 键 词:隔震  层间剪切模型  动力分析

Dynamic Analysis for the Simplified Model of Base-isolation Structure
LI Yan,SUN Hui,WANG Li-yue,ZHAO Jin-bo.Dynamic Analysis for the Simplified Model of Base-isolation Structure[J].Science Technology and Engineering,2009,9(7).
Authors:LI Yan  SUN Hui  WANG Li-yue  ZHAO Jin-bo
Institution:Civil Engineering College;Daqing Petroleum Institute;Daqing;Heilongjiang 163318;P.R.China;Capital Construction Management Center;Storage-Transport and Sale Subcompany;Daqing Oilfield Corp.Ltd1.;Daqing 163453;Architectural Design and Reserch Institute of Heilongjiang2;Harbin 150008;Architectural Material Corporation;Daqing Oil Field Matenial Group3;P.R.China
Abstract:Multi-mass system was adopted in the structure to study the aseismic behavior of base-isolated masonry structure,it shows that the sandwich rubber bearings can minish the seismic response of the upside structure and its condition corresponds with the fact,the interlaminar shear simplified model can be adopted to study the dynamic analysis of the base isolation structure.
Keywords:isolation interlaminar shearing model dynamic analysis  
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