摘要
作为对剪力墙-钢梁铰接节点传统构造形式的补充,并为结构工程师提供更多的选择,结合相关工程实际,设计了混凝土剪力墙-钢梁T型连接铰接节点,针对节点关键参数设计了6个不同的试件进行抗拔试验,以掌握此类节点的相关受力特性。
As a supplement of the traditional concrete wall-steel beam pin joint , combining with some engineering practice, a concrete wall-steel beam T-plate pin joint has been designed to provide more choices for structural engineers.Experimental study on pulling capability of six joints with different key parameters has been conducted . Performance and load-carrying capacity of this type of joint were obtained .
出处
《工业建筑》
CSCD
北大核心
2013年第12期149-155,共7页
Industrial Construction
基金
国家科技支撑计划资助项目(2011BAJ09B01)
清华大学自主科研计划资助项目(2010Z03078)
关键词
剪力墙
钢梁
铰接节点
抗拔
concrete shear wall
steel beam
pin joint
pulling capability
