梁柱组合节点的试验研究新进展  

New Development in Experimental Research on Beam-to-column Composite Joints

作　　者：孙飞飞[1] 李国强[1] 胡凌华 

机构地区：[1]同济大学 [2]浙江绿城建筑设计有限公司

出　　处：《建筑钢结构进展》2004年第2期37-42,共6页Progress in Steel Building Structures

摘　　要：作为对Zandonini和da Silva等关于组合节点试验的早期综述的更新,本文介绍了1997年以后的最新试验研究,并总结了组合节点在单调荷载和反复荷载作用下的破坏模式以及荷载形式、节点连接形式和节点域板的加劲方式对组合节点受力性能的影响。As an update of Zandonini's and da Silva et al. 's reviews on the experiments of beam-to-column composite joints, this paper o- verviews the new development of the topic after the year of 1997. The failure modes of composite joints under monotonic or cy- clic loading are summarized as well as the performance changes of composite joints employing various loading schemes, strengthening methods for beam-to-column connections, and enhancement methods for joint panels.

关 键 词：梁柱 组合节点 试验 单调荷载:反复荷载 钢结构 

分 类 号：TU391[建筑科学—结构工程]