Flexural behaviour of cold formed steel hat shaped beams

被引：0
|
作者：
Ashok, M. [1 ]
Jayabalan, P. [1 ]
Jaya Prabhakar, K. [1 ]
机构：
[1] Department of Civil Engineering, National Institute of Technology, Tiruchirappalli,Tamilnadu, India
来源：
International Journal of Earth Sciences and Engineering | 2016年 / 9卷 / 03期
关键词：
Cold formed steel section - Cold-formed steel - Commercial building - Direct strength methods - Effect of factors - Hat section - Lateral-torsional buckling - Ultimate strength;
D O I：
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学科分类号：
摘要：
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页码：258 / 263
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