摩擦摆隔震结构响应的SIMULINK仿真模型

英文篇名：Simulink models of responses of FPS-isolated seismic structures
中文刊名：河南科学
英文刊名：Henan Science
作者：孙敏 ; 李大望 ; 王勇
英文作者：SUN Min~1 ; LI Da-wang~1 ; WANG Yong~2 (1. College of Civil Engineering ; Zhengzhou University ; Zhengzhou 450002 ; China ; 2. Zhengzhou Guangyuan Limited Company of Construction Supervisory ; Zhengzhou 450052 China)
中文关键词：摩擦摆 ; 隔震结构 ; 地震响应 ; Simulink ; 仿真模型
英文关键词：FPS ; base isolated structure ; seismic response ; Simulink ; simulation model
出版日期：2005-06-30
机构：郑州大学土木工程学院,郑州大学土木工程学院,郑州广源建设监理有限公司河南郑州　450002 ,河南郑州　450002 ,河南郑州　450052
年：2005
期：03
出版单位：河南科学

摘要

结合摩擦摆隔震剪切型结构的非线性振动微分方程和状态转换条件,基于Simulink基本模块库并利用s-函数建立了求解摩擦摆强非线性状态方程的滑动模块;搭建出摩擦摆隔震建筑结构地震响应的Simulink仿真模型,为系统分析其地震响应规律提供了一个高效实用的计算途径.
Based on the fundamental module libraries of Simulink and combined with the nonlinear differential equations and the transition condition of the states of FPS-isolated shear-type structures, the sliding module used to solve the state equations of above systems is founded by using s-function; the Simulink simulation models for seismic responses of FPS-isolated structures are established, and a more efficient and practical calculation approach is provided to analyze the laws of seismic responses of the systems.

引文

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