平面框架结构耗能支撑的地震响应时程分析

英文篇名：Plane frame structure is supported by the seismic response of energyintensive time-history analysis
中文刊名：四川建筑科学研究
英文刊名：Sichuan Building Science
作者：董作超 ; 王洪岭
英文作者：DONG Zuochao1 ; WANG Hongling2(1.School of Civil Engineering & Architecture ; Jiangsu University of Science and Technology ; Zhenjiang 212003 ; China ; 2.School of Mechanics & Civil Engineering ; China University of Mining & Technology ; Beijing 100083 ; China)
中文关键词：时程分析 ; 耗能支撑 ; 地震波 ; 布置
英文关键词：time-history analysis ; energy support ; seismic ; layout
出版日期：2011-02-25
机构：江苏科技大学土木工程与建筑学院;中国矿业大学(北京)力学与建筑工程学院;
年：2011
期：01
出版单位：四川建筑科学研究

摘要

对于建筑钢结构,耗能支撑的布置形式多种多样,而合理的支撑布置方式会提高建筑钢结构的抗震性能。本文建立了平面钢框架模型,采用ANSYS有限元软件进行计算,在此分析的基础上,对支撑布置方式不同的6层、12层和24层的钢框架进行地震反应时程分析,得出了耗能支撑的不同布置位置和形式对结构抗震性能的影响规律。
For building steel structure,energy-consuming layout support in various forms,and reasonable layout will increase the support of the seismic performance of steel buildings.Establishment of a plane steel frame model,using ANSYS finite element software calculated on the basis of this analysis,to support the different layout of the 6 layers,12 layers and 24 layers of steel framework for time-history earthquake response analysis of consumption obtained be able to support the different arrangement of the location and form of the seismic performance of structures were investigated.

引文

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