Please use this identifier to cite or link to this item: https://hdl.handle.net/10316/3948
DC FieldValueLanguage
dc.contributor.authorSantiago, Aldina-
dc.contributor.authorSilva, Luís Simões da-
dc.contributor.authorReal, Paulo Vila-
dc.contributor.authorVeljkovic, Milan-
dc.date.accessioned2008-09-01T09:46:20Z-
dc.date.available2008-09-01T09:46:20Z-
dc.date.issued2008en_US
dc.identifier.citationComputers & Structures. 86:15-16 (2008) 1619-1632en_US
dc.identifier.urihttps://hdl.handle.net/10316/3948-
dc.description.abstractSteel-framed buildings are generally designed with "simple" shear-resisting connections, and lateral forces are resisted by vertical bracing and shear walls. When a beam is considered then the effects of the longitudinal restraints by the adjacent structure and the rotational restraint by the connections has to be taken into account. Because of structural interaction, the beam behaviour at elevated temperature is rather complex.en_US
dc.description.urihttp://www.sciencedirect.com/science/article/B6V28-4S1BWX1-2/1/b13da8dc93239be4533f4a22f96a48aaen_US
dc.format.mimetypeaplication/PDFen
dc.language.isoengeng
dc.rightsopenAccesseng
dc.subjectFire behaviouren_US
dc.subjectNatural fireen_US
dc.subjectNumerical modellingen_US
dc.subjectSteel structuresen_US
dc.subjectConnectionsen_US
dc.subjectLocal and distortional bucklingen_US
dc.titleNumerical study of a steel sub-frame in fireen_US
dc.typearticleen_US
dc.identifier.doi10.1016/j.compstruc.2008.01.006-
item.fulltextCom Texto completo-
item.grantfulltextopen-
item.languageiso639-1en-
item.cerifentitytypePublications-
item.openairetypearticle-
item.openairecristypehttp://purl.org/coar/resource_type/c_18cf-
crisitem.author.researchunitISISE - Institute for Sustainability and Innovation in Structural Engineering-
crisitem.author.researchunitISISE - Institute for Sustainability and Innovation in Structural Engineering-
crisitem.author.orcid0000-0003-3646-4926-
crisitem.author.orcid0000-0001-5225-6567-
Appears in Collections:FCTUC Eng.Civil - Artigos em Revistas Internacionais
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