摘要
本文回顾了钢框架梁柱刚性连接计算方法国内外的发展情况,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,它应用简便,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. The design method suggested by Japan in 1998 and 2001 with consideration of moment resisted by both flange and web connections are systematically introduced . The later seems much more simplied and practicable in use.
出处
《建筑钢结构进展》
2006年第2期49-54,共6页
Progress in Steel Building Structures
关键词
钢框架梁柱刚性连接
计算方法
beam-to-column moment connection
design method
