上下角钢半刚性梁柱连接  

Up-down Steel Angle Semi-rigid Beam and Column Connection

作　　者：李凤霞[1] 

机构地区：[1]洛阳工业高等专科学校,河南洛阳471003

出　　处：《施工技术》2004年第11期14-15,共2页Construction Technology

摘　　要：对上下角钢半刚性梁柱连接进行了有限元分析,得到了此类连接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。同时还对有限元分析结果与理论分析、试验结果做出了对比。In this article, author analyzes the up-down steel angle semi-rigid beam and column connection with the Finite Element Method (FEM), and gets some results of this kind of connection under single direction loading such as stress development situation, stress distribution and damage types. She also compares these FEM analysis results with theoretical analysis and test results.

关 键 词：钢结构 梁柱连接 半刚性连接 

分 类 号：TU391.5[建筑科学—结构工程]