Lateral-torsional buckling of unrestrained steel beams under fire conditions: improvement of EC3 proposal

Detalhes bibliográficos
Autor(a) principal: Vila Real, P. M. M.
Data de Publicação: 2004
Outros Autores: Lopes, N., Silva, L. Simões da, Franssen, J.-M.
Tipo de documento: Artigo
Idioma: eng
Título da fonte: Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos)
Texto Completo: http://hdl.handle.net/10316/3987
https://doi.org/10.1016/j.compstruc.2004.01.006
Resumo: The 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.
id RCAP_ecf02ecb05dc84fe5b585741f01f5297
oai_identifier_str oai:estudogeral.uc.pt:10316/3987
network_acronym_str RCAP
network_name_str Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos)
repository_id_str 7160
spelling Lateral-torsional buckling of unrestrained steel beams under fire conditions: improvement of EC3 proposalSteel beamLateral-torsional bucklingEurocode 3Numerical modellingThe 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.http://www.sciencedirect.com/science/article/B6V28-4CMYJ6V-3/1/62c8b43b1bfa9671066ce946212592b52004info:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/articleaplication/PDFhttp://hdl.handle.net/10316/3987http://hdl.handle.net/10316/3987https://doi.org/10.1016/j.compstruc.2004.01.006engComputers & Structures. 82:20-21 (2004) 1737-1744Vila Real, P. M. M.Lopes, N.Silva, L. Simões daFranssen, J.-M.info: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:RCAAP2022-05-25T06:30:51Zoai:estudogeral.uc.pt:10316/3987Portal AgregadorONGhttps://www.rcaap.pt/oai/openaireopendoar:71602024-03-19T20:57:15.432459Repositório 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 Lateral-torsional buckling of unrestrained steel beams under fire conditions: improvement of EC3 proposal
title Lateral-torsional buckling of unrestrained steel beams under fire conditions: improvement of EC3 proposal
spellingShingle Lateral-torsional buckling of unrestrained steel beams under fire conditions: improvement of EC3 proposal
Vila Real, P. M. M.
Steel beam
Lateral-torsional buckling
Eurocode 3
Numerical modelling
title_short Lateral-torsional buckling of unrestrained steel beams under fire conditions: improvement of EC3 proposal
title_full Lateral-torsional buckling of unrestrained steel beams under fire conditions: improvement of EC3 proposal
title_fullStr Lateral-torsional buckling of unrestrained steel beams under fire conditions: improvement of EC3 proposal
title_full_unstemmed Lateral-torsional buckling of unrestrained steel beams under fire conditions: improvement of EC3 proposal
title_sort Lateral-torsional buckling of unrestrained steel beams under fire conditions: improvement of EC3 proposal
author Vila Real, P. M. M.
author_facet Vila Real, P. M. M.
Lopes, N.
Silva, L. Simões da
Franssen, J.-M.
author_role author
author2 Lopes, N.
Silva, L. Simões da
Franssen, J.-M.
author2_role author
author
author
dc.contributor.author.fl_str_mv Vila Real, P. M. M.
Lopes, N.
Silva, L. Simões da
Franssen, J.-M.
dc.subject.por.fl_str_mv Steel beam
Lateral-torsional buckling
Eurocode 3
Numerical modelling
topic Steel beam
Lateral-torsional buckling
Eurocode 3
Numerical modelling
description The 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.
publishDate 2004
dc.date.none.fl_str_mv 2004
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/10316/3987
http://hdl.handle.net/10316/3987
https://doi.org/10.1016/j.compstruc.2004.01.006
url http://hdl.handle.net/10316/3987
https://doi.org/10.1016/j.compstruc.2004.01.006
dc.language.iso.fl_str_mv eng
language eng
dc.relation.none.fl_str_mv Computers & Structures. 82:20-21 (2004) 1737-1744
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
institution RCAAP
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
_version_ 1799133860608344064

Registros relacionados