摘要
本文对原《薄壁型钢结构技术规范》(TJ 18-75)中有关偏心受压构件稳定性计算的规定作了评述和讨论,并就现行《冷弯薄壁型钢结构技术规范》(aBJ 18-87)采用相关公式计算压弯构件稳定性的依据及有关问题作了较为详尽的说明。
In this paper the provisions concerning stability of members subjected to eccentric compression in the Specification for Design of Cold-Formed Thin-Wall Steel Structure (TJ 18-75) are reviewed and discussed. Besides, the basis of interaction formulae for checking the stability of such members adopted in the Specification for Design of Cold-Formed Thin-Wall Steel Structures ( GBJ 18-87 ) and other relevant problems are explained as well.
出处
《建筑结构学报》
EI
CAS
CSCD
北大核心
1991年第2期70-77,共8页
Journal of Building Structures
