摘要
钢结构门式刚架应用越来越广泛,比较了双跨门式刚架中柱柱顶刚接和铰接模型,以及两者节点构造、应力储备和结构位移对比,分析了两种模型的优劣性。
Steel structure portal frame is widely used,this article compared the top of the mid pillar in double span portal frame using rigid connection and hinged connection. Node construction,the stress reserve and the displacement of structure with the two models were compared. The advantage and disadvantage of the two models were analyzed.
出处
《建筑结构》
CSCD
北大核心
2016年第S1期571-572,共2页
Building Structure
关键词
门式刚架
刚接
铰接
portal frame
rigid connection
hinged connection