Reliability assessment of the post-limit stiffness and ductility of steel joints
Autor(a) principal: | |
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Data de Publicação: | 2004 |
Outros Autores: | , |
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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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 |
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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 |
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1799133860613586944 |