Experimental Study and Design Method of Cold-Formed Thin-Walled Steel Unequal-Leg Angles under Axial Compression

被引：0
|
作者：
Guo, Yanli [1 ]
Nie, Zeyu [1 ]
Yao, Xingyou [1 ,2 ]
Liu, Yilin [1 ]
Chen, Chong [1 ]
Zeng, Kaihua [1 ,2 ]
机构：
[1] School of Civil Engineering and Architecture, Nanchang Institute of Technology, Nanchang,330099, China
[2] Jiangxi Province Key Laboratory of Structural Safety of Hydraulic and Hydropower Engineering, Nanchang Institute of Technology, Nanchang,330099, China
来源：
Buildings | 2024年 / 14卷 / 10期
关键词：
Angle steel - Cold-formed thin-walled steels - Direct strength methods - Effective width methods - Flexural buckling - Local buckling - Slenderness ratios - Ultimate bearing capacity - Unequal-leg angle steel - Width thickness ratio;
D O I：
10.3390/buildings14103132
中图分类号：
学科分类号：
摘要：
23
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