摘要
对顶底角钢梁柱半刚性连接进行了精细的三维有限元分析,得出了此类连接节点在单向荷载作用下的应力发展状况、应力分布以及破坏形式,同时对有限元分析结果与试验结果做出了比较,得到了一些有价值的结论。
This passage makes mimute 3-D finite elepant analysis to the semi-rigid connections at the top-seat-angle of the steel beam-column to obtain the stree condition, stress distribotion and failure fortos of these connections under one-way load; it also makes comparisons between finite element analysis and experiment and arrives at soma valuable cdnclusionss.
出处
《安徽建筑》
2006年第4期105-106,共2页
Anhui Architecture
关键词
半刚性
顶底角钢
有限元
弯矩-转角曲线
semi-rigid
top-seat-angle steel
finite element
moment-rotafion curve
