高层隔震结构的等效简化模型研究

详细信息 本馆镜像全文    |  推荐本文 | | 获取馆网全文

英文篇名：Research on equivalent simplified model of high-rise isolated structure 中文刊名：地震工程与工程振动 英文刊名：Earthquake Engineering and Engineering Vibration 作者：付伟庆 ; 刘文光 ; 王建 ; 王焕定 英文作者：Fu Weiqing ~(1 ; 2) ; Liu Wenguang~(3) ; Wang Jian~(4) ; Wang Huanding~(1)(1.School of Civil Engineering ; Harbin Institute of Technology ; Harbin 150090 ; China ; 2.Architectural and Civil Engineering Institute ; Heilongjiang University ; Harbin 150086 ; China ; 3.Earthquake Engineering Research Test Centre ; Guangzhou University ; Guangzhou 510405 ; China ; 4.Shanghai Municipal Engineering Design Institute ; Shanghai 200092 ; China) 中文关键词：高层隔震结构 ; 等效准则 ; 等效简化模型 ; 地震反应 英文关键词：high-rise isolated structure ; equivalent rule ; equivalent simplified model ; earthquake responses 出版日期：2005-12-20 机构：哈尔滨工业大学土木工程学院,广州大学工程抗震研究中心,上海市政工程设计研究院,哈尔滨工业大学土木工程学院 黑龙江哈尔滨150090,黑龙江大学建筑工程学院,黑龙江哈尔滨150086,广东广州510405,上海200092,黑龙江哈尔滨150090 年：2005 期：06 出版单位：地震工程与工程振动

摘要

Kelly和周锡元等曾对规则型隔震结构上部单自由度模型进行过讨论,给出了必要的计算公式。对各种中低层规则型隔震建筑,应用此公式可获得满意的结果。近来隔震技术逐渐被应用到高层建筑中。对于高层隔震体系,上部结构的高阶振型效应不能忽略,此时应用单自由度模型将产生较大误差。为此,本文采用上部结构周期和总基底剪力相等的准则,推导了等效模型的结构参数公式,并通过数值模拟分析给出了等效模型简化确定方法。通过对原结构和等效模型结构的地震反应分析,证明了这种等效方法是简便有效的。
Kelly and Zhou Xiyuan etc gave the necessary computing formulas based on the research on upper single-degree-of-freedom model of regular isolated building.For various middle or low isolated buildings,the satisfactory results may be got by using the model.Recently isolation technique was applied to high-rise buildings.For isolated building systems,the high-order mode parts of upper structure can not be ignored.It brings large errors to the results of single-degree-of-freedom model.In the paper,according to the equivalent rules of equal structure period and total base shear,the computing formula of structure parameters is deduced.After numerical analysis for some regular buildings,a simplified method for equivalent model is given.By analyzing the earthquake responses of equivalent model and(original) structure,it is proved that the equivalent method is simple and feasible.

引文

[1]刘文光.橡胶隔震支座力学性能及隔震结构的地震反应分析研究[D].北京:北京工业大学,2003.
    [2]Kelly JM.Earthquake resistant design w ith rubber[M].Second Ed ition,Springer Verlag London L im ited,1997.
    [3]李中锡,周锡元.规则型隔震房屋的自振特性和地震反应分析方法[J].地震工程与工程振动,2002,22(2):33~41.
    [4]包世华,方鄂华.高层建筑结构设计[M].北京:清华大学出版社,1996.
    [5]X ie L ili,Zhai Changhai.Study on the severest real ground motion for seism ic design and analysis[J].Acta Seismologica S in ica,2003,16(3):260~271.