Reliability assessment of the post-limit stiffness and ductility of steel joints

Detalhes bibliográficos
Autor(a) principal: Gervásio, Helena
Data de Publicação: 2004
Outros Autores: Silva, L. Simões da, Borges, L.
Tipo de documento: Artigo
Idioma: eng
Título da fonte: Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos)
Texto Completo: http://hdl.handle.net/10316/3995
https://doi.org/10.1016/S0143-974X(03)00145-7
Resumo: Steel joints must exhibit sufficient ductility for safe structural behaviour. This is especially true for partial-strength steel joints, whereby the nonlinear response of the joint plays an important part in the overall response of the structure. Uncertainty in joint response, particularly beyond the elastic limit of the moment-rotation curve, naturally leads to a probabilistic treatment of the ductility of steel joints. It is the objective of the present paper to compare a direct probabilistic approach with simulation techniques using the Monte-Carlo method both at the component and joint level, in the context of the component method, with the aim of establishing safe limits for the ductile behaviour of the steel joints.
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spelling Reliability assessment of the post-limit stiffness and ductility of steel jointsSteel jointsReliabilityMonte-Carlo methodDuctilitySteel joints must exhibit sufficient ductility for safe structural behaviour. This is especially true for partial-strength steel joints, whereby the nonlinear response of the joint plays an important part in the overall response of the structure. Uncertainty in joint response, particularly beyond the elastic limit of the moment-rotation curve, naturally leads to a probabilistic treatment of the ductility of steel joints. It is the objective of the present paper to compare a direct probabilistic approach with simulation techniques using the Monte-Carlo method both at the component and joint level, in the context of the component method, with the aim of establishing safe limits for the ductile behaviour of the steel joints.http://www.sciencedirect.com/science/article/B6V3T-49Y3H88-1/1/4f6f0c5bb20315bc0dcbec70a68bba8a2004info:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/articleaplication/PDFhttp://hdl.handle.net/10316/3995http://hdl.handle.net/10316/3995https://doi.org/10.1016/S0143-974X(03)00145-7engJournal of Constructional Steel Research. 60:3-5 (2004) 635-648Gervásio, HelenaSilva, L. Simões daBorges, L.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:RCAAP2021-10-27T11:55:15Zoai:estudogeral.uc.pt:10316/3995Portal AgregadorONGhttps://www.rcaap.pt/oai/openaireopendoar:71602024-03-19T20:57:15.649542Repositório 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 Reliability assessment of the post-limit stiffness and ductility of steel joints
title Reliability assessment of the post-limit stiffness and ductility of steel joints
spellingShingle Reliability assessment of the post-limit stiffness and ductility of steel joints
Gervásio, Helena
Steel joints
Reliability
Monte-Carlo method
Ductility
title_short Reliability assessment of the post-limit stiffness and ductility of steel joints
title_full Reliability assessment of the post-limit stiffness and ductility of steel joints
title_fullStr Reliability assessment of the post-limit stiffness and ductility of steel joints
title_full_unstemmed Reliability assessment of the post-limit stiffness and ductility of steel joints
title_sort Reliability assessment of the post-limit stiffness and ductility of steel joints
author Gervásio, Helena
author_facet Gervásio, Helena
Silva, L. Simões da
Borges, L.
author_role author
author2 Silva, L. Simões da
Borges, L.
author2_role author
author
dc.contributor.author.fl_str_mv Gervásio, Helena
Silva, L. Simões da
Borges, L.
dc.subject.por.fl_str_mv Steel joints
Reliability
Monte-Carlo method
Ductility
topic Steel joints
Reliability
Monte-Carlo method
Ductility
description Steel joints must exhibit sufficient ductility for safe structural behaviour. This is especially true for partial-strength steel joints, whereby the nonlinear response of the joint plays an important part in the overall response of the structure. Uncertainty in joint response, particularly beyond the elastic limit of the moment-rotation curve, naturally leads to a probabilistic treatment of the ductility of steel joints. It is the objective of the present paper to compare a direct probabilistic approach with simulation techniques using the Monte-Carlo method both at the component and joint level, in the context of the component method, with the aim of establishing safe limits for the ductile behaviour of the steel joints.
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/10316/3995
http://hdl.handle.net/10316/3995
https://doi.org/10.1016/S0143-974X(03)00145-7
url http://hdl.handle.net/10316/3995
https://doi.org/10.1016/S0143-974X(03)00145-7
dc.language.iso.fl_str_mv eng
language eng
dc.relation.none.fl_str_mv Journal of Constructional Steel Research. 60:3-5 (2004) 635-648
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)
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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
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