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单层叉筒网壳结构的几何非线性静力稳定分析
引用本文:赵淑丽,宋胜东,韩孝栋.单层叉筒网壳结构的几何非线性静力稳定分析[J].山西建筑,2006,32(22):70-72.
作者姓名:赵淑丽  宋胜东  韩孝栋
作者单位:1. 河北农业大学城乡建设学院,河北,保定,071001
2. 河北建设集团钢结构分公司,河北,保定,071000
3. 河北秀兰房地产集团有限公司,河北,保定,071000
摘    要:通过跟踪网壳结构的非线性荷载一位移全过程响应,完整地了解了该结构在整个加载过程中的强度、稳定性以及刚度的变化历程,合理确定其稳定承载力,通过分析对单层网壳的静力稳定特性有了较全面的了解。

关 键 词:单层网壳  几何非线性  静力稳定  临界荷载
文章编号:1009-6825(2006)22-0070-03
修稿时间:2006年5月9日

Geometrically nonlinear static stability analysis of single layer latticed intersected cylindrical shell structures
ZHAO Shu-li,SONG Sheng-dong,HAN Xiao-dong.Geometrically nonlinear static stability analysis of single layer latticed intersected cylindrical shell structures[J].Shanxi Architecture,2006,32(22):70-72.
Authors:ZHAO Shu-li  SONG Sheng-dong  HAN Xiao-dong
Affiliation:ZHAO Shu-li SONG Sheng-dong HAN Xiao-dong
Abstract:By tracing whole load-deflection path of structures,the whole changing processes are obtained at any specified load levels,which are about structures' strength,stability and stiffness.At last,the static stability critical loads of single-layer shell structures are estimated reasonably.Through the analysis,the behavior of the point-supported single layer latticed intersected cylindrical shell structures is investigated,and some suggestions to their structural design are presented.
Keywords:single layer shell structures  nonlinear  static stability  critical loads
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