摘要
依据温特（Ｇ．Ｗｉｎｔｅｒ）有效宽度公式和统一法则方法，给出了矩形钢管全截面有效时的ｂ／ｔ、ｈ／ｔ限值，并在此基础上给出了换形钢管混凝土构件钢板件的限值，可供设计和制造者参考。
In this paper, the limitation for b/t、 h/t ratios of steel rectangular hollow sections which are whole effective is presented by using Winter's effective equations and trifled approach. Also the limitation of steel section plates is given for the steel rectangular hollow section filled with concrete. All the limitations presented here are valuable for the designers and manufacturers.
出处
《钢结构》
2001年第2期29-31,38,共4页
Steel Construction
关键词
矩形钢管
宽厚比
高厚比
限值
钢板件
截面
steel rectangular hollow section width-thickness ratio limitation
