摘要
利用大型通用有限元软件,建立有限元模型,在单调加载作用下,分析了柱翼缘以及横向加劲肋的厚度变化对节点域受力性能的影响,得出相关的结论。
Utilizing large general-purpose finite element analysis software the influences of the thickness of column flange and transverse stiffening rib on mechanical performances of joint panel zone of steel beam-column under directional monotonic loading are analyzed. In the end conclusion is made.
出处
《山西建筑》
2006年第24期74-75,共2页
Shanxi Architecture
关键词
节点域
有限元模型
极限承载力
joint panel zone, finite element model, ultimate beating capacity
