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基于Simulink橡胶垫隔震非线性时程分析
引用本文:程树良. 基于Simulink橡胶垫隔震非线性时程分析[J]. 低温建筑技术, 2007, 0(1): 56-58
作者姓名:程树良
作者单位:燕山大学建筑工程与力学学院,河北,秦皇岛,066004
基金项目:扬州大学校科研和教改项目
摘    要:应用Matlab的S函数建立了橡胶垫隔震层的Wen微分滞回模型,应用Simulink实现了橡胶垫隔震结构地震反应的非线性时程分析,对一幢隔震建筑的动力反应和能量分配进行了分析。结果表明橡胶垫隔震结构隔震效果明显,采用Wen微分滞回模型进行橡胶垫隔震结构的非线性分析比较合理,Simulink具有较高的仿真计算效率。

关 键 词:隔震  非线性分析  地震动力响应  Simulink
文章编号:1001-6864(2007)01-0056-03
修稿时间:2006-11-02

NONLINEAR DYNAMIC RESPONSE ANALYSIS OF RUBBER BEARINGS ISLATED STRUCTURES BY SIMULINK
CHENG Shu-liang. NONLINEAR DYNAMIC RESPONSE ANALYSIS OF RUBBER BEARINGS ISLATED STRUCTURES BY SIMULINK[J]. Low Temperature Architecture Technology, 2007, 0(1): 56-58
Authors:CHENG Shu-liang
Affiliation:College of Civil Engineering and Mechanic, Yanshan University, Qinhuangdao 066004, China
Abstract:The Wen model was presented by using the S-function of Matlab to represent the seismic property of the isolator storey.The nonlinear dynamic response analysis arid the energy analysis were conduct- ed in this paper.Analysis results indicate that the isolation effect is obvious.The Wen model is accurate in the nonlinear analysis and the Simulink has high analytic efficiency.
Keywords:isolation  nonlinear analysis  seismic dynamic response  Smulink
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