基于性能的高层建筑钢结构抗震设计研究  

APPLICATION OF PERFORMANCE-BASED SEISMIC DESIGN IN HIGH-RISE STEEL BUILDING

作　　者：徐其功[1,2] 蔡辉 李争鹏 

机构地区：[1]广东省建筑科学研究院集团股份有限公司,广州510500 [2]华南理工大学土木与交通学院,广州510640 [3]广州市住宅建筑设计院,广州510000

出　　处：《钢结构》2015年第7期70-75,共6页Steel Construction

摘　　要：主要介绍性能设计的基本概念;对比我国与美国相关规范中性能设计的描述,并总结各自的特点与不足;阐述在编广东省标准《钢结构设计规程》中性能设计相关内容,针对某工程选取在编规程的性能目标D,结合MIDAS Building和Perform-3D判断满足常规设计的结构在设防烈度地震和罕遇地震作用下是否满足相应的性能目标要求。This paper mainly introduced the basic concepts of performance-based design. The description about performance-based design in Chinese standards and American codes were compared, and their characteristics and shortcomings were summarized. The related contents about performance-based design in the Technical Specification for Steel Structure Design of Guangdong Province was elaborated, and the performance objective D was selected for an engineering project, it could determine whether the conventional design structure could meet the corresponding requirements of performance objective or not by combining with MIDAS Building and Perform-3D.

关 键 词：钢结构 性能设计 PERFORM-3D 性能目标 

分 类 号：TU973.13[建筑科学—结构工程] TU973.31