摘要
对半刚性钢框架梁柱连接的常见形式———外伸端板高强螺栓节点端板厚度的计算方法进行了探讨 ,比较了各国算法的优缺点 。
Semi rigid high strength bolts connections are wildly used in gabled frame.In this paper, the models and methods of calculation for the thickness of end plate in some countries are introduced, the merits and defects are compared. The influence of bolts location on the thickness of the end plate is analyzed.
出处
《山西建筑》
2004年第18期42-43,共2页
Shanxi Architecture
关键词
粱柱节点
端板厚度
撬力
beam to column connections, end plate thickness, prying action
