基于状态空间法的SMA-复合支座隔震结构分析  

Shock isolation analysis of SMA-composite bearing based on state space method

作　　者：刘海卿[1] 陈小波[1] 王学庆[1] 

机构地区：[1]辽宁工程技术大学土木建筑工程学院,辽宁阜新123000

出　　处：《地震工程与工程振动》2007年第5期173-176,共4页Earthquake Engineering and Engineering Dynamics

基　　金：国家自然科学基金项目(50678079);辽宁省教育厅科研基金项目(2004D245)

摘　　要：研究了SMA(shape memory alloy)绞线-叠层橡胶复合支座的工作原理,将结构控制理论中的结构状态空间法应用到该复合支座隔震结构的数值模拟分析中。建立了普通框架、安装叠层橡胶支座和安装SMA复合支座框架的结构状态方程,应用SIMULINK工具箱建立结构仿真模型,得出不同条件下框架结构的时程反应曲线。通过对比分析可以看出SMA-复合支座能很好地改变结构的隔震效果,应用状态空间法进行SMA-复合支座隔震结构的数值模拟分析简单准确。The operating principle of SMA strands-composite bearing was studied, and the state space method of structure control theory was used in shock isolation analysis based on the composite bearing. The state space equation was established based on the common frame and the frame was controlled by laminated rubber bearings or SMA strands-composite bearings, and the simulation model was established by SIMULINK tool box, then the seismic responses under three conditions, were gotten. The results show that the seismic responses are reduced obviously as using the composite bearing, and the state space method used in shock isolation analysis of SMA strands- composite bearing is simple and accurate.

关 键 词：状态空间法 状态方程 形状记忆合金 地震反应 隔震结构 

分 类 号：P315.966[天文地球—地震学] TU352.12[天文地球—固体地球物理学]