首页 | 本学科首页   官方微博 | 高级检索  
     

框架结构房屋地震灾害风险评估
引用本文:楼思展,叶志明,陈玲俐. 框架结构房屋地震灾害风险评估[J]. 自然灾害学报, 2005, 14(5): 99-105
作者姓名:楼思展  叶志明  陈玲俐
作者单位:上海大学,土木工程系,上海,200072
摘    要:如何预测地震作用下建筑物的损伤风险,一直是地震工程和生命线工程领域的一个关键而不易解决的问题.利用大型有限元分析软件对上海浦东某医院框架结构进行了多地震非线性动力时程分析;针对延性破坏指标和强度破坏指标,计算了不同地震烈度下建筑物震害的严重程度,及5种破坏状态的发生概率,给出了震害率曲线.通过曲线,预测了类似建筑的震害,为城市抗震防灾政策的制定提供了依据.

关 键 词:震害评估  震害率  破坏指标  弹塑性分析
文章编号:1004-4574(2005)05-0099-07
修稿时间:2004-10-29

Seismic risk assessment of frame structure buildings
LOU Si-zhan,YE Zhi-ming,CHEN Ling-li. Seismic risk assessment of frame structure buildings[J]. Journal of Natural Disasters, 2005, 14(5): 99-105
Authors:LOU Si-zhan  YE Zhi-ming  CHEN Ling-li
Abstract:It is very important in lifeline engineering to predict the vulnerability of building structures subjected to earthquake loading.The seismic vulnerability of frame structure is usually expressed with the fragility curves.SAP2000,large-scale finite element software,was used to complement the nonlinear time-history analysis of a hospital in Pudong,Shanghai.Two seismic fragility curves were presented according to the intensity damage index and the deformation damage index.The developed fragility curves can be used for emergency management and estimate of the overall loss after a scenario earthquake.
Keywords:seismic damage assessment  rate of seismic damage  damage index  elastoplastic analysis
本文献已被 CNKI 维普 万方数据 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