网壳结构的二维地震响应分析

英文篇名：The 2-dimension seismic response analysis of a reticulated shell
中文刊名：世界地震工程
英文刊名：World Earthquake Engineering
作者：杨忠 ; 叶献国
英文作者：YANG Zhong1 ; 2 ; YE Xianguo1 ; 3(1.School of Civil Engineering ; Hefei University of Technology ; Hefei 230009 ; China ; 2.College of Civil Engineering ; Jiujiang University ; Jiujiang 332005 ; China ; 3.Anhui Provincial Civil Structure and Material Laboratory ; Hefei 230009 ; China)
中文关键词：网壳结构 ; 地震作用 ; 位移 ; 应力 ; 动力响应
英文关键词：reticulated shell ; earthquake ; displacement ; stress ; dynamic response
出版日期：2010-06-15
机构：合肥工业大学土木与水利工程学院;九江学院土木工程与城市建设学院;安徽土木工程结构与材料省级实验室;
年：2010
期：02
出版单位：世界地震工程

摘要

网壳结构是空间结构中常见的结构形式,利用ANSYS有限元分析方法对局部双层网壳结构进行了地震作用时程分析计算,得到了结构杆件的内力、节点和位移,对结构动力响应在线性、几何非线性及几何和材料非线性情况下进行了分析对比,分析结果表明:网壳结构在二维地震作用下应该考虑几何和材料非线性的影响。
Reticulated shell is one type of common spatial structures.The seismic performance on the optimum partial double layer reticulated shell is calculated by ANSYS,and gains the stress of members and displacements of nodes for the reticulated shell.The dynamic responses on the linearity,the geometric nonlinear and both material and geometric nonlinearities of the structure are analysed and compared with each other.The results indicate that geometric and material nonlinearities can not be neglected in the analysis of the reticulated shell under the two-dimensional earthquakes.

引文

[1]范峰,钱宏亮,谢礼立.最不利地震动在网壳结构抗震设计中的应用[J].世界地震工程,2003,19(3):17-21.Fan Feng,Qian Hongliang,Xie Lili.Applications of the severest ground motion to anti-seismic design for reticulated shells[J].World Earth-quake Engineering,2003,19(3):17-21.
    [2]支旭东,范峰,沈世钊.单层球面网壳在地震下的响应特性与失效机理[J].世界地震工程,2007,23(4):88-94.Zhi Xudong,Fan Feng,Shen Shizhao.Responses and failure mechanism of the single-layer reticular domes subjected to earthquake motion[J].World Earthquake Engineering,2007,23(4):88-94.
    [3]孙炳楠,洪滔,杨骊先.工程弹塑性力学[M].杭州:浙江大学出版社,1998.Sun Bingnan,Hong Tao,Yang Lixian.Engineering Elastic-plastic Mechanical[M].Hangzhou:Zhejiang University Press,1988.
    [4]朱镜清.结构抗震分析原理[M].北京:地震出版社,2002.Zhu Jingqing.Seismic Analysis Principle[M].Beijing:Earthquake Press,2002.
    [5]程绍革,王理,张允顺.弹塑性时程分析方法及其应用[J].建筑结构学报,2000,21(1):52-56Cheng Shaoge,Wang li,Zhang Yunshun.Elasto-plastic time-history analysis method and its application[J].Journal of Building Structures,2000,21(1):52-56.