Please use this identifier to cite or link to this item: https://hdl.handle.net/10316/3955
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dc.contributor.authorGomes, Fernando C. T.-
dc.contributor.authorCosta, Paulo M. Providência e-
dc.contributor.authorRodrigues, João Paulo C.-
dc.contributor.authorNeves, Ildefonso C.-
dc.date.accessioned2008-09-01T09:46:28Z-
dc.date.available2008-09-01T09:46:28Z-
dc.date.issued2007en_US
dc.identifier.citationEngineering Structures. 29:10 (2007) 2497-2502en_US
dc.identifier.urihttps://hdl.handle.net/10316/3955-
dc.description.abstractThe Eurocode 3 part 1-2 gives some simple rules to determine the buckling length lfi of a steel column for fire design. In the case of a braced frame in which each storey comprises a separate fire compartment with sufficient fire resistance, Eurocode 3 suggests that the buckling length may be taken as lfi=0.5L in an intermediate storey and as lfi=0.7L in the top storey, where L is the system length in the relevant storey.en_US
dc.description.urihttp://www.sciencedirect.com/science/article/B6V2Y-4MYMP09-1/1/a7f3181ad12d91b9f77b14c13ecb4494en_US
dc.format.mimetypeaplication/PDFen
dc.language.isoengeng
dc.rightsopenAccesseng
dc.subjectBucklingen_US
dc.titleBuckling length of a steel column for fire designen_US
dc.typearticleen_US
dc.identifier.doi10.1016/j.engstruct.2006.11.015-
item.grantfulltextopen-
item.fulltextCom Texto completo-
item.openairetypearticle-
item.languageiso639-1en-
item.openairecristypehttp://purl.org/coar/resource_type/c_18cf-
item.cerifentitytypePublications-
crisitem.author.researchunitISISE - Institute for Sustainability and Innovation in Structural Engineering-
crisitem.author.orcid0000-0002-8195-1929-
crisitem.author.orcid0000-0002-6865-7995-
Appears in Collections:FCTUC Eng.Civil - Artigos em Revistas Internacionais
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