首页 | 官方网站   微博 | 高级检索  
     

超限高层抗震性能目标的确定实例
引用本文:于海博,陆道渊,赵明.超限高层抗震性能目标的确定实例[J].建筑结构,2010(10).
作者姓名:于海博  陆道渊  赵明
作者单位:华东建筑设计研究院有限公司;
摘    要:我国规范采用三水准设防、两阶段设计的方法进行抗震设计。基于性能的抗震设计理论提出了多水准、多目标设防的概念,是当前国际抗震设计发展的方向。实现性能设计,首先要提出切实可行的抗震性能目标。首先列举了国外规范及我国规程提出的结构抗震性能要求,继而归纳总结了国内学者针对超限高层提出的性能目标。在此基础上,给出了4栋典型超高层设计过程中采用的抗震性能目标。在进行超限高层结构设计时,除确定结构整体的性能目标外,应针对结构的薄弱部位制定相应的性能目标并采取相应措施,以保证结构设计的安全合理。

关 键 词:超限高层  抗震性能设计  性能目标  

Determination and examples of the performance objectives to super high-rise buildings
Yu Haibo,Lu Daoyuan,Zhao Ming.Determination and examples of the performance objectives to super high-rise buildings[J].Building Structure,2010(10).
Authors:Yu Haibo  Lu Daoyuan  Zhao Ming
Affiliation:Yu Haibo,Lu Daoyuan,Zhao Ming(East China Architectural Design & Research Institute Co.,Ltd.,Shanghai 200002,China)
Abstract:In Code for seismic design of buildings of China,three seismic fortification levels and two-stage design methods are applied.Performance-based seismic design(PBSD) is the development trend of seismic design in the world,which puts forward to multi-target and multi-level fortification.To manage PBSD,we should establish realistic performance objectives.The performance objectives described in American codes and Chinese codes were introduced,then the research achievements of Chinese scholars were summarized.Aft...
Keywords:super high-rise building  performance-based seismic design(PBSD)  performance objective  
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-23

京公网安备 11010802026262号