Numerical study of a steel sub-frame in fire

Detalhes bibliográficos
Autor(a) principal: Santiago, Aldina
Data de Publicação: 2008
Outros Autores: Silva, Luís Simões da, Real, Paulo Vila, Veljkovic, Milan
Tipo de documento: Artigo
Idioma: eng
Título da fonte: Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos)
Texto Completo: http://hdl.handle.net/10316/3948
https://doi.org/10.1016/j.compstruc.2008.01.006
Resumo: Steel-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.
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spelling Numerical study of a steel sub-frame in fireFire behaviourNatural fireNumerical modellingSteel structuresConnectionsLocal and distortional bucklingSteel-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.http://www.sciencedirect.com/science/article/B6V28-4S1BWX1-2/1/b13da8dc93239be4533f4a22f96a48aa2008info:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/articleaplication/PDFhttp://hdl.handle.net/10316/3948http://hdl.handle.net/10316/3948https://doi.org/10.1016/j.compstruc.2008.01.006engComputers & Structures. 86:15-16 (2008) 1619-1632Santiago, AldinaSilva, Luís Simões daReal, Paulo VilaVeljkovic, Milaninfo:eu-repo/semantics/openAccessreponame:Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos)instname:Agência para a Sociedade do Conhecimento (UMIC) - FCT - Sociedade da Informaçãoinstacron:RCAAP2021-10-28T08:02:23Zoai:estudogeral.uc.pt:10316/3948Portal AgregadorONGhttps://www.rcaap.pt/oai/openaireopendoar:71602024-03-19T20:57:12.651795Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos) - Agência para a Sociedade do Conhecimento (UMIC) - FCT - Sociedade da Informaçãofalse
dc.title.none.fl_str_mv Numerical study of a steel sub-frame in fire
title Numerical study of a steel sub-frame in fire
spellingShingle Numerical study of a steel sub-frame in fire
Santiago, Aldina
Fire behaviour
Natural fire
Numerical modelling
Steel structures
Connections
Local and distortional buckling
title_short Numerical study of a steel sub-frame in fire
title_full Numerical study of a steel sub-frame in fire
title_fullStr Numerical study of a steel sub-frame in fire
title_full_unstemmed Numerical study of a steel sub-frame in fire
title_sort Numerical study of a steel sub-frame in fire
author Santiago, Aldina
author_facet Santiago, Aldina
Silva, Luís Simões da
Real, Paulo Vila
Veljkovic, Milan
author_role author
author2 Silva, Luís Simões da
Real, Paulo Vila
Veljkovic, Milan
author2_role author
author
author
dc.contributor.author.fl_str_mv Santiago, Aldina
Silva, Luís Simões da
Real, Paulo Vila
Veljkovic, Milan
dc.subject.por.fl_str_mv Fire behaviour
Natural fire
Numerical modelling
Steel structures
Connections
Local and distortional buckling
topic Fire behaviour
Natural fire
Numerical modelling
Steel structures
Connections
Local and distortional buckling
description Steel-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.
publishDate 2008
dc.date.none.fl_str_mv 2008
dc.type.status.fl_str_mv info:eu-repo/semantics/publishedVersion
dc.type.driver.fl_str_mv info:eu-repo/semantics/article
format article
status_str publishedVersion
dc.identifier.uri.fl_str_mv http://hdl.handle.net/10316/3948
http://hdl.handle.net/10316/3948
https://doi.org/10.1016/j.compstruc.2008.01.006
url http://hdl.handle.net/10316/3948
https://doi.org/10.1016/j.compstruc.2008.01.006
dc.language.iso.fl_str_mv eng
language eng
dc.relation.none.fl_str_mv Computers & Structures. 86:15-16 (2008) 1619-1632
dc.rights.driver.fl_str_mv info:eu-repo/semantics/openAccess
eu_rights_str_mv openAccess
dc.format.none.fl_str_mv aplication/PDF
dc.source.none.fl_str_mv reponame:Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos)
instname:Agência para a Sociedade do Conhecimento (UMIC) - FCT - Sociedade da Informação
instacron:RCAAP
instname_str Agência para a Sociedade do Conhecimento (UMIC) - FCT - Sociedade da Informação
instacron_str RCAAP
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reponame_str Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos)
collection Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos)
repository.name.fl_str_mv Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos) - Agência para a Sociedade do Conhecimento (UMIC) - FCT - Sociedade da Informação
repository.mail.fl_str_mv
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