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https://hdl.handle.net/10316/3987| Title: | Lateral-torsional buckling of unrestrained steel beams under fire conditions: improvement of EC3 proposal | Authors: | Vila Real, P. M. M. Lopes, N. Silva, L. Simões da Franssen, J.-M. |
Keywords: | Steel beam; Lateral-torsional buckling; Eurocode 3; Numerical modelling | Issue Date: | 2004 | Citation: | Computers & Structures. 82:20-21 (2004) 1737-1744 | Abstract: | The final draft of the EN version of part 1.1 of Eurocode 3 has introduced significant changes in the evaluation of the lateral-torsional buckling resistance of unrestrained beams at room temperature that reduce the over-conservative approach of ENV 1993-1-1 in the case of non-uniform bending. | URI: | https://hdl.handle.net/10316/3987 | DOI: | 10.1016/j.compstruc.2004.01.006 | Rights: | openAccess |
| Appears in Collections: | FCTUC Eng.Civil - Artigos em Revistas Internacionais |
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| File | Description | Size | Format | |
|---|---|---|---|---|
| Lateral-torsional buckling of unrestrained steel beams.pdf | 438.98 kB | Adobe PDF | View/Open |
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