摘要
回顾了钢框架梁柱刚性连接计算方法在国内外的发展情况,介绍了我国沿用至今的常用设计法和存在的问题,系统介绍了日本1998年提出的新思路和新方法,也介绍了日本2001年对此法的修改和简化说明。此法概念清晰,安全可靠。计算表明,该方法应用简便,极具实用价值。
Design methods used so far at home and abroad on beam-to-column connection for steel moment frame are described. A new design method suggested by Japan in 1998 and revised latter in 2001 with consideration of moment resisted by both flange and web connections is introduced. The later seems much more simple and practicable.
出处
《建筑结构》
CSCD
北大核心
2007年第1期12-14,31,共4页
Building Structure
关键词
钢框架
梁柱刚性连接
计算方法
steel frame
beam-to-column moment connection
design method
