Connection in Joints for Thin-Walled Steel Sections and Sheeting
Thin-walled cold-formed members are thin, this will give rise to behavioural phenomena, which are not usually encountered in the more familiar hot-rolled sections. When compared to hot-rolled steel sections, cold-formed thin-walled steel sections are more likely to fail in local buckling, distor...
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| Format: | Article |
| Language: | en |
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Eftimie Murgu University of Resita
2014
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| Online Access: | http://eprints.usm.my/38487/1/Connection_in_Joints_for_Thin-Walled_Steel_Sections.pdf http://eprints.usm.my/38487/ http://anale-ing.uem.ro/2014/21.pdf |
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