Lateral-torsional buckling of unrestrained steel beams under fire conditions: improvement of EC3 proposal

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. Numer...

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Bibliographic Details
Main Author: Vila Real, P. M. M. (author)
Other Authors: Lopes, N. (author), Simões da Silva, L. (author), Franssen, J.-M. (author)
Format: article
Language:eng
Published: 1000
Subjects:
Steel beam
Lateral-torsional buckling
Fire
Eurocode 3
Numerical modelling
Online Access:http://hdl.handle.net/10773/5600
Country:Portugal
Oai:oai:ria.ua.pt:10773/5600

Internet

http://hdl.handle.net/10773/5600

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