首页 | 本学科首页   官方微博 | 高级检索  
     检索      

大跨空间网壳结构的抗震性能及分析
引用本文:孙建梅,张其林.大跨空间网壳结构的抗震性能及分析[J].自然灾害学报,2011(5).
作者姓名:孙建梅  张其林
作者单位:上海电力学院;同济大学土木工程学院;
基金项目:上海市自然科学基金项目(08ZR1408700); 上海市优秀青年教师基金资助项目(sa1-07042); 上海电力学院博士后引进人才启动基金(F07021)
摘    要:首先采用反应谱法和时程分析两种方法对大跨度空间网壳结构进行了全面分析,了解该形式结构的工程抗震受力性能。然后对两种方法的分析结果进行了对比,考查了结构杆件内力的变化,进而得出了内力差异随结构跨度、矢跨比和周期等的变化关系,找出了采用球反应谱法分析得出的结构响应偏于危险的杆件,从而为网壳结构的抗震设计提出了改进建议。

关 键 词:大跨空间网壳结构  时程分析法  反应谱法  

Seismic performane of long-span space reticulate shells and its analysis
SUN Jian-mei,ZHANG Qi-lin.Seismic performane of long-span space reticulate shells and its analysis[J].Journal of Natural Disasters,2011(5).
Authors:SUN Jian-mei  ZHANG Qi-lin
Institution:SUN Jian-mei1,ZHANG Qi-lin2 (1 Shanghai University of Electric Power,Shanghai 200090,China,2.Department of Civil Engineering,Tongji University,Shanghai 200092,China)
Abstract:The comprehensive analysis of long span space reticulate shells was carried out through the response spectrum method and the time history response method.Then,the results got from the two methods were compared,the differences of internal force in elements were checked and the variation of the differences of internal force with structure span,the ratio of height and span and period were presented.The dangerous elements which are got by the response spectrum method are found to give some suggestion in the imp...
Keywords:long span space reticulate shells  time history response method  response spectrum method  
本文献已被 CNKI 等数据库收录!
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号