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徐州某建筑结构的动力特性及地震反应分析
引用本文:雷胜梅,殷祥超,徐杰.徐州某建筑结构的动力特性及地震反应分析[J].工程抗震与加固改造,2005,27(4):16-19.
作者姓名:雷胜梅  殷祥超  徐杰
作者单位:中国矿业大学,江苏,徐州,221008;上海市应用数学和力学研究所,上海,200072
摘    要:本文运用有限元分析软件对一高层建筑进行结构动力特性分析,建立高层建筑结构的三维计算模型,计算了该建筑物的固有特性;并采用时程分析法进行了地震反应分析,分别计算了四种地震波作用下顶层水平位移的时程曲线、水平位移沿楼高的分布曲线以及顶层加速度的时程曲线。计算结果表明,利用ANSYS软件建立三维模型,能较好的进行结构的抗震分析,并且为抗震设计人员提供可靠的依据。

关 键 词:ANSYS  地震反应  振型分析  时程分析
文章编号:1002-8412(2005)04-0016-04
收稿时间:01 25 2005 12:00AM
修稿时间:2005年1月25日

The Dynamic Characteristics and Seismic Response Analysis of Architecture Structure of Xuzhou
Lei Sheng-mei,YIN Xiang-chao,Xu Jie.The Dynamic Characteristics and Seismic Response Analysis of Architecture Structure of Xuzhou[J].Earthquake Resistant Engineering and Retrofitting,2005,27(4):16-19.
Authors:Lei Sheng-mei  YIN Xiang-chao  Xu Jie
Abstract:The dynamic characteristics analysis of high buildings is discussed by using the large general structural analysis software, by which build 3-D model and obtain the structural characteristics of free-vibration. Moreover, seismic response analysis of a building is carried out adopting time-dependent method. Introducing four natural earthquake waves calculated are the results including time-dependent curve of roof horizontal displacement ,time-dependent curve of roof acceleration, distribution curve of horizontal displacement varying with building height . The results demonstrate that ANSYS can be applied to the seismic response analysis of buildings by 3-D model and the excellent result can be achieved. Therefore, the results can be used for the design of resistant seismic.
Keywords:ANSYS
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