Lateral-torsional buckling of stainless steel I-beams in case of fire

This work presents a numerical study of the behaviour of stainless steel I-beams subjected to lateral–torsional buckling in case of fire and compares the obtained results with the beam design curves of Eurocode 3. New formulae for lateral–torsional buckling, that approximate better the real behaviou...

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Bibliographic Details
Main Author: Real, P. M. M. Vila (author)
Other Authors: Lopes, N. (author), Silva, L. Simões da (author), Franssen, J. M. (author)
Format: article
Language:eng
Published: 2012
Subjects:
Online Access:http://hdl.handle.net/10773/5592
Country:Portugal
Oai:oai:ria.ua.pt:10773/5592