摘要
单层工业厂房框架柱的肩梁是构造、受力较为复杂的节点。文章针对钢管混凝土双肢柱单腹板肩梁,通过有限元分析及模型试验,探讨了肩梁腹板及翼缘的应力分布,对这种肩梁的受力性能有了进一步了解。
The frame column's stay member of single industrial building is a complex joint Whether in construction or in carrying load Aimed at single web stay member of open concrete filled steel tube With two main elements,the stress distribution in web and flange are presented by finite element analysis and model test An advanced knoWledge about its carrying behaviors was put forward
出处
《工业建筑》
CSCD
北大核心
1998年第4期24-26,共3页
Industrial Construction
关键词
肩梁
钢管混凝土柱
腹板
翼缘
stay member concrete filled steel tube web flange