摘要
分析了狗骨式刚性连接、顶底角钢连接、带双腹板顶底角钢连接、外伸端板连接等连接类型的初始连接刚度的计算原理和计算方法,连接的破坏形式和极限抗弯承载力的计算方法,以促进钢框架结构的研究和应用。
The paper analyzes several connection types and shows their calculating theory and method for initial connection steel-extent.These connection respectively include steel-quality connection with dog-bone method,steel connection from top-bottom corner,steel connection from top-bottom corner with two abdomen planks,extending-outward planks＇ connection and so on.In addition,it also introduces the destroying form for connection and bearing capacity＇s calculating method with limit resisting-bent,so as to promote the research and application of steel framework structure.
出处
《山西建筑》
2008年第16期70-71,共2页
Shanxi Architecture
关键词
钢框架
连接
刚性
极限
steel framework,connection,steel character,limit
