摘要
分析目前钢框架梁柱刚性连接存在的问题,提出了钢框架梁柱连接必须遵循的原则,并在研究大量资料的情况下,结合我国工程实际情况,介绍几种新的钢框架刚性连接类型。
The question about column-beam rigid connections of steel frame were analyzed in this paper and the strong joint principles that must be compiled with in seismic design were presented. Based on some dates and contacted with realities of engineering, some kinds of column-beam connections, which have good aseismatic characteristics, were recommended.
出处
《洛阳工业高等专科学校学报》
2004年第2期9-11,共3页
Journal of Luoyang Technology College
基金
河南省科技攻关项目 0324460012
关键词
刚性连接
延性
钢框架
Rigid connections
Ductility
Steel frame