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局部双层网壳结构的自振特性分析
引用本文:杨忠,张文旭.局部双层网壳结构的自振特性分析[J].华北地震科学,2008,26(4):41-44.
作者姓名:杨忠  张文旭
作者单位:九江学院土木工程与城市建设学院,江西,九江,332005
摘    要:局部双层网壳结构是空间结构中常见的结构形式,自振特性分析有助于进一步分析结构在地震作用下的响应特性。ANSYS和FEAP有限元分析方法对结构分别进行了计算,得出了结构的基频和振型,通过对两者的比较和分析,了解了局部双层网壳结构的自振特性。

关 键 词:网壳结构  自振特性  振型  频率

Modal Analysis of Partial Double Layer Reticulated Shells
YANG Zhong,ZHANG Wen-Xu.Modal Analysis of Partial Double Layer Reticulated Shells[J].North China Earthquake Sciences,2008,26(4):41-44.
Authors:YANG Zhong  ZHANG Wen-Xu
Institution:(College of Civil Engineering and Urban Construction, Jiujiang University, Jiujiang 332005, Jiangxi Province, China)
Abstract:Reticulated shell has beautiful structure shape and excellent mechanics performance.It is one kind of space structures used extensively in recent years.This paper analyses the seismic performance on the optimum partial double layer reticulated shell under the present situation.The paper calculates the natural vibration on the optimum partial double layer reticulated shell by two different finite element methods,analyses the dynamic feature and gains the elementary parameters.
Keywords:Reticulated shell  Vibration natural frequency  Vibration modes  Frequency
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