摘要
本文介绍了在门式刚架轻钢厂房中经常采用的端板连接节点的形式 ,分析了由于它的半刚性对结构变形产生的不利影响。从节点本身的受力机制出发分析了节点的变形基理 ,并介绍了国内外对这一问题的研究现状。提出了对问题而言目前可行的解决办法 。
In Portal Frame design,plate joint is assumed to be totally rigid.But its real working state doesn't conform to such assumption.In this paper the basic theory of its deformation is drawn from which we put up several practical ways to improve it rigidity.
出处
《福建建筑》
2003年第3期39-41,共3页
Fujian Architecture & Construction
