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单层椭球面网壳结构体系动力响应分析
引用本文:焦文俊,解冰. 单层椭球面网壳结构体系动力响应分析[J]. 徐州建筑职业技术学院学报, 2011, 11(1): 5-7
作者姓名:焦文俊  解冰
作者单位:1. 中国矿业大学,力学与建筑工程学院,江苏,徐州,221116;徐州建筑职业技术学院,建筑工程管理学院,江苏,徐州,221116
2. 中国矿业大学,艺术与设计学院,江苏,徐州,221116
摘    要:单层椭球面网壳结构体系跨度大,结构复杂,利用大型有限元结构分析程序对其进行了结构整体动力分析,得到了结构的自振周期和振型参与系数.该类型大跨度空间钢结构特点是:前几阶振型为整体水平振动,后面的振型为竖向振动和局部振动的耦合作用.由于各阶振型的相互耦合,在进行地震分析时,反应谱分析方法无法满足结构的精度要求,应考虑采用时程分析方法.

关 键 词:单层椭球面网壳  动力响应  自振周期  时程分析  地震反应

Dynamic Response Analysis of Monolayer Ellipsoidal Reticulated Shell System
JIAO Wen-jun,XIE Bing. Dynamic Response Analysis of Monolayer Ellipsoidal Reticulated Shell System[J]. Journal of XUZHOU Institute of Architectural Technology, 2011, 11(1): 5-7
Authors:JIAO Wen-jun  XIE Bing
Affiliation:JIAO Wen-jun1,2,XIE Bing3(1.School of Mechanics and Architectural Engineering,China University of Mining and Technology,Xuzhou,Jiangsu 221116,China,2.School of Architectural Engineering Management,Xuzhou Institute of Architectural Technology,3.School of Art and Design,China)
Abstract:The monolayer ellipsoidal reticulated shell system is large in span and complex in structure.Based on the large-scale finite element program for structural analysis,this paper carried out the structural integrity dynamic analysis on it,which resulled in the natural vibrating periods and modal participation coefficients of the structure.This type of long-span space steel structure was characterized by the lateral movement for the preceding vibration modes while the vertical and local vibration coupling effec...
Keywords:monolayer ellipsoidal reticulated shell  dynamic response  natural vibrating period  time history analysis  seismic response  
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