摘要
本文针对多孔冷弯薄壁c型钢柱在轴心受压荷载作用下的弯扭屈曲,进行了弹性及非弹性状态的理论研究和试验分析,提出了一种在柱中考虑孔的影响的简化方法,供作货架结构分析的参考.
The elastic and plastic analysis of flexural-torsional buckling of perforatedcold formed thin walls C columns under axial load have been carried out theoretically and experimentally in this paper. A new simplified method for considering the effect of holes on such perforated columns has been presented. There is a good agreement between the theoretical results and experimental results of six columns in three different kinds. The suggested method can be used as a reference for design of goods shelves.
出处
《土木工程学报》
EI
CSCD
北大核心
1996年第1期72-79,共8页
China Civil Engineering Journal
