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单层球面网壳的最不利地震作用分析
引用本文:苑宏宇,叶继红,沈世钊,单建.单层球面网壳的最不利地震作用分析[J].铁道科学与工程学报,2006,3(3):88-92.
作者姓名:苑宏宇  叶继红  沈世钊  单建
作者单位:1. 东南大学,土木工程学院,江苏,南京,210096
2. 哈尔滨工业大学,土木工程学院,黑龙江,哈尔滨,150090
摘    要:同时考虑几何非线性与材料非线性,对单层球面网壳在地震作用下结构的最不利荷载进行分析。通过对场地卓越周期及地震波平台段持时的研究,建立结构动力响应与场地卓越周期及地震波平台段持时之间的关系,明确了何种条件下的荷载为结构最不利外荷载。

关 键 词:单层球面网壳  最不利地震作用  双重非线性
文章编号:1672-7029(2006)03-0088-05
修稿时间:2006年2月28日

The most unfavorable earthquake excitations of single-layer spherical shell
YUAN Hong-yu,YE Ji-hong,SHEN Shi-zhao,SHAN Jian.The most unfavorable earthquake excitations of single-layer spherical shell[J].Journal of Railway Science and Engineering,2006,3(3):88-92.
Authors:YUAN Hong-yu  YE Ji-hong  SHEN Shi-zhao  SHAN Jian
Abstract:The most unfavorable earthquake excitations were investigated,in which geometric non-linearity and material non-linearity were all taken into account.According to the structural dynamic behaviors under different site conditions and seismic waves with different platforms,the relationships between the structural response and site predominant period,as well as platform of seismic wave were built up,by which the most unfavorable earthquake excitations of single-layer spherical shell were obtained.
Keywords:single-layer spherical shell  the most unfavorable earthquake excitations  geometric and material non-linearity
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