Please use this identifier to cite or link to this item: https://hdl.handle.net/10316/3987
DC FieldValueLanguage
dc.contributor.authorVila Real, P. M. M.-
dc.contributor.authorLopes, N.-
dc.contributor.authorSilva, L. Simões da-
dc.contributor.authorFranssen, J.-M.-
dc.date.accessioned2008-09-01T09:47:02Z-
dc.date.available2008-09-01T09:47:02Z-
dc.date.issued2004en_US
dc.identifier.citationComputers & Structures. 82:20-21 (2004) 1737-1744en_US
dc.identifier.urihttps://hdl.handle.net/10316/3987-
dc.description.abstractThe 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.en_US
dc.description.urihttp://www.sciencedirect.com/science/article/B6V28-4CMYJ6V-3/1/62c8b43b1bfa9671066ce946212592b5en_US
dc.format.mimetypeaplication/PDFen
dc.language.isoengeng
dc.rightsopenAccesseng
dc.subjectSteel beamen_US
dc.subjectLateral-torsional bucklingen_US
dc.subjectEurocode 3en_US
dc.subjectNumerical modellingen_US
dc.titleLateral-torsional buckling of unrestrained steel beams under fire conditions: improvement of EC3 proposalen_US
dc.typearticleen_US
dc.identifier.doi10.1016/j.compstruc.2004.01.006-
item.openairecristypehttp://purl.org/coar/resource_type/c_18cf-
item.openairetypearticle-
item.cerifentitytypePublications-
item.grantfulltextopen-
item.fulltextCom Texto completo-
item.languageiso639-1en-
crisitem.author.researchunitISISE - Institute for Sustainability and Innovation in Structural Engineering-
crisitem.author.orcid0000-0001-5225-6567-
Appears in Collections:FCTUC Eng.Civil - Artigos em Revistas Internacionais
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