摘要
结合国内外偏心支撑钢框架结构的最新研究成果以及相关设计规范的规定,对偏心支撑钢框架结构的性能进行分析,介绍偏心支撑钢框架结构的能力设计方法,对我国规范相对落后的部分进行补充,为工程设计提供一些参考。着重阐述耗能梁段,耗能梁段外的梁、支撑、柱和耗能梁-柱节点的设计,同时总结了偏心支撑钢框架结构设计中应注意的问题。
Based on the summary of the domestic and overseas research achievements on the eccentrically braced steel frames and the specifications of the relevant design codes for it,the behavior of eccentrically braced steel frames was analyzed ,the capacity design procedure was introduced.The link,beam outside of link,brace,column and link to column connections were expounded,and the noticing problem and suggestions of eccentrically braced steel frames were summed up.
出处
《钢结构》
2010年第3期15-21,共7页
Steel Construction
关键词
偏心支撑钢框架
能力设计方法
耗能梁段
eccentrically braced steel frames
capacity design procedure
link
