建筑结构双线性基础隔震体系地震反应的参数研究

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英文篇名：Parametric research on seismic response of bilinear system of base isolation building 中文刊名：建筑结构学报 英文刊名：Journal of Building Structures 作者：毛利军 ; 李爱群 英文作者：MAO Lijun ; LI Aiqun Key Laboratory of Concrete and Prestressed Concrete Structures of Ministry of Education ; Southeast University ; Nanjing 210096 ; China 中文关键词：基础隔震 ; 双线性体系 ; 仿真分析 ; 关系谱图 英文关键词：base isolation ; bilinear system ; simulation ; relation spectrum 出版日期：2004-06-10 机构：东南大学混凝土与预应力混凝土结构教育部重点实验室,东南大学混凝土与预应力混凝土结构教育部重点实验室 江苏南京 210096 ,江苏南京 210096 年：2004 期：03 出版单位：建筑结构学报

摘要

本文提出了基于SIMULINK和STATEFLOW的双线性隔震体系仿真分析方法,分析了双线性隔震体系反应对体系参数的敏感性,给出了双线性隔震体系反应与其基本参数的关系谱图。研究表明:屈服系数和第二隔震周期是影响双线性隔震体系反应的主因子,而第一隔震周期对体系反应的影响相对较小;隔震体系最优屈服系数与输入地震动水平相关;隔震体系反应与其基本参数的关系谱图呈现出明显的非线性特征,基本参数在较高水平存在较大的交互作用。
A seismic simulation method for the bilinear system of base isolation building based on SIMULINK and STATEFLOW was proposed. The system response sensitivities to its basic parameters were analyzed. The relation spectra between system responses and system basic parameters were established. Research indicated that the dominated factors to system seismic response are the yield coefficient and the second period of the b/linear system, while the first period of the system is subordinative. The optimal yield coefficient of the system is correlative with earthquake level. The relation spectra present notably nonlinear. The system basic parameters have significant interaction in higher level.

引文

[1] SKINNER R I,ROBINSON W H,McVERRY G H著,谢礼立译.工程隔震概论[M].北京:地震出版社,1996．
    [2] 日本免震协会,叶列平译.图解隔震结构入门[M].北京:科学出版社,1998．
    [3] 唐家祥,刘再华.建筑结构基础隔震[M].武汉:华中理工大学出版社,1993．
    [4] 庄表中,葛彤,于政.滑动支座式基底隔震结构的动力响应[J].浙江大学学报,1991,25(2) .