多塔高层结构隔震设计与分析

英文篇名：Seismic isolation design and analysis of high-rise structure with multi-tower
中文刊名：世界地震工程
英文刊名：World Earthquake Engineering
作者：赵楠 ; 马凯 ; 李婷 ; 陈彬磊
英文作者：ZHAO Nan1 ; MA Kai2 ; LI Ting1 ; CHEN Binlei1(1.Beijing Institute of Architectural Design ; Beijing 100045 ; China ; 2.Department.Aerospace and Civil Engineering ; Harbin Engineering University ; Harbin 150001 ; China)
中文关键词：高层结构 ; 隔震结构 ; 地震反应 ; 时程分析
英文关键词：high-rise structure ; isolation structure ; seismic response ; time-history analysis
出版日期：2012-06-15
机构：北京市建筑设计研究院;哈尔滨工程大学航天与建筑工程学院;
年：2012
期：02
出版单位：世界地震工程

摘要

结合某多塔高层隔震结构,采用弹性时程分析方法,分析了隔震结构在多遇地震和罕遇地震作用下的响应。主要包括自振周期、层间剪力、倾覆力矩和楼层位移等内容。结果表明,与非隔震情形相比,结构的自振周期明显增大,地震作用得到了较大的衰减。结构在地震作用下的隔震效果明显,楼层剪力及倾覆力矩均得到折减,在罕遇地震作用下隔震效果尤为显著。层间位移主要集中在隔震层,上部结构的层间位移几乎为零。
The seismic analysis of a high-rise isolated structure with multi-tower under frequent earthquake and rare earthquake was carried out using time history method,including natural vibration,story shear force,overturning moment,story drift and so on.The results show that compared with non-isolated case,natural vibration period of the isolated structure increases obviously and seismic action decreases.Story shear force and overturning moment decrease,especially under rare earthquake.Story drift is mainly centralized at isolator layer,which approaches zero on superstructure.

引文

[1]苏键,温留汉.黑沙,周福霖.高层隔震建筑性能分析[J].建筑结构,2009,39(11):40-42.Su Jian,Wen liuhan.Hei sha,Zhou Fulin.Study on dynamic characteristics of base isolated high-rise building[J].Building Structure,2009,39(11):40-42.
    [2]GB50011-2008.建筑抗震设计规范[S].GB50011-2008Code for Seismic Design of Buildings[S]
    [3]裴星洙,廖述清,张立,等.基于建筑抗震设计规范的设计用地震动分析[J].世界地震工程,2006,22(2):154-160.Pei Xingzhu,Liao Shuqing,Zhang Li,et al.Analyses of seismic waves for building structure design based on the design code of earthquake-re-sistant structure[J].World Earthquake Engineering,2006,22(2):154-160.
    [4]曲哲,叶列平,潘鹏.高层建筑的隔震原理与技术[J].工程抗震与加固改造,2009,31(5):58-63.Qu Zhe,Ye Lie ping,Pan Peng.Theory and Techniques of Seismic Isolation in High-rise Buildings[J].Earthquake Resistant Engineering andRetrofitting,2009,31(5):58-63.
    [5]刘英利,党希滨,杨平,等.基础隔震结构的非线性动力分析[J].世界地震工程,2007,23(2):107-111.Liu Yingli,Dang Xibin,Yang Ping,et al.Non-linear dynamic analysis of the base isolated structure[J].World Earthquake Engineering,2007,23(2):107-111.
    [6]程华群,刘伟庆,王曙光.高层隔震建筑设计中隔震支座受拉问题分析[J].地震工程与工程振动,2007,27(4):161-166.Cheng Huaqun,Liu Weiqing,Wang Shuguang.Analysis of the tension of rubber bearings in the design of isolated high-rise buildings[J].Jour-nal of Earthquake Engineering and Engineering Vibration,2007,27(4):161-166.
    [7]金星,韦永祥,张红才,等.基于强震观测的隔震结构地震反应分析[J].地震工程与工程振动,2009,29(2):19-28.Jin Xing,Wei Yongxiang,Zhang Hongcai,et al.Analysis of the seismic responses of a base-isolated building on the basis of strong motion obser-vation[J].Journal of Earthquake Engineering and Engineering Vibration,2009,29(2):19-28.
    [8]周福霖.工程结构减震控制[M].北京:地震出版社,1997.Zhou Fulin.Seismic Control of Structures[M].Beijing:Chinese Seismic Publishing House,1997.