摘要
框架结构中梁柱的连接往往是半刚性的,本文在对半刚性框架和刚性框架受力变形分析的基础上,综合框架正常使用极限状态和承载能力极限状态两种状态,建立了横向荷载作用下梁柱连接刚性判别准则。
Generally, the frame beam- column connections are semi -rigid. Based on the internal force and deformation of the frame structure, considering two states including serviceability limit state and ultimate limit state, criterion to distinguish the rigid connection, semi -rigid connection and flexible connection under lateral load was iestablished.
出处
《青岛农业大学学报（自然科学版）》
2008年第1期66-69,共4页
Journal of Qingdao Agricultural University(Natural Science)
关键词
横向荷载
刚性
判别准则
梁柱连接
lateral load
rigidity
distinguish criterion
beam - column connections
