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...
| Main Author: | |
|---|---|
| Format: | Article |
| Language: | English |
| Published: |
Eftimie Murgu University of Resita
2014
|
| Subjects: | |
| Online Access: | http://eprints.usm.my/38487/1/Connection_in_Joints_for_Thin-Walled_Steel_Sections.pdf |