Experimental behaviour of end-plate beam-to-column composite joints under monotonical loading

Detalhes bibliográficos
Autor(a) principal: Silva, L. Simões da
Data de Publicação: 2001
Outros Autores: Simões, Rui D., Cruz, Paulo J. S.
Tipo de documento: Artigo
Idioma: eng
Título da fonte: Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos)
Texto Completo: http://hdl.handle.net/10316/4028
Resumo: An experimental research program on end-plate beam-to-column composite joints under monotonical loading is presented. The major focus relates to the identification of the contribution of the concrete confinement in composite columns to the behaviour of the joint, coupled with a thorough assessment of the various loading possibilities, ranging from symmetric and anti-symmetric loading on internal nodes to external nodes under hogging and sagging moments, typical in seismic regions. Comparison with current methodologies in the analysis of composite joints is also presented.
id RCAP_3919268f8d6eb1183897d7ee4215c0f2
oai_identifier_str oai:estudogeral.uc.pt:10316/4028
network_acronym_str RCAP
network_name_str Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos)
repository_id_str 7160
spelling Experimental behaviour of end-plate beam-to-column composite joints under monotonical loadingComposite jointsComponent methodExperimentalStrengthStiffnessDuctilityAn experimental research program on end-plate beam-to-column composite joints under monotonical loading is presented. The major focus relates to the identification of the contribution of the concrete confinement in composite columns to the behaviour of the joint, coupled with a thorough assessment of the various loading possibilities, ranging from symmetric and anti-symmetric loading on internal nodes to external nodes under hogging and sagging moments, typical in seismic regions. Comparison with current methodologies in the analysis of composite joints is also presented.http://www.sciencedirect.com/science/article/B6V2Y-43RTX4N-3/1/575a26a4b87a0046886b60552095c1cb2001info:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/articleaplication/PDFhttp://hdl.handle.net/10316/4028http://hdl.handle.net/10316/4028engEngineering Structures. 23:11 (2001) 1383-1409Silva, L. Simões daSimões, Rui D.Cruz, Paulo J. S.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:RCAAP2021-10-27T11:55:14Zoai:estudogeral.uc.pt:10316/4028Portal AgregadorONGhttps://www.rcaap.pt/oai/openaireopendoar:71602024-03-19T20:57:15.741665Repositório 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 Experimental behaviour of end-plate beam-to-column composite joints under monotonical loading
title Experimental behaviour of end-plate beam-to-column composite joints under monotonical loading
spellingShingle Experimental behaviour of end-plate beam-to-column composite joints under monotonical loading
Silva, L. Simões da
Composite joints
Component method
Experimental
Strength
Stiffness
Ductility
title_short Experimental behaviour of end-plate beam-to-column composite joints under monotonical loading
title_full Experimental behaviour of end-plate beam-to-column composite joints under monotonical loading
title_fullStr Experimental behaviour of end-plate beam-to-column composite joints under monotonical loading
title_full_unstemmed Experimental behaviour of end-plate beam-to-column composite joints under monotonical loading
title_sort Experimental behaviour of end-plate beam-to-column composite joints under monotonical loading
author Silva, L. Simões da
author_facet Silva, L. Simões da
Simões, Rui D.
Cruz, Paulo J. S.
author_role author
author2 Simões, Rui D.
Cruz, Paulo J. S.
author2_role author
author
dc.contributor.author.fl_str_mv Silva, L. Simões da
Simões, Rui D.
Cruz, Paulo J. S.
dc.subject.por.fl_str_mv Composite joints
Component method
Experimental
Strength
Stiffness
Ductility
topic Composite joints
Component method
Experimental
Strength
Stiffness
Ductility
description An experimental research program on end-plate beam-to-column composite joints under monotonical loading is presented. The major focus relates to the identification of the contribution of the concrete confinement in composite columns to the behaviour of the joint, coupled with a thorough assessment of the various loading possibilities, ranging from symmetric and anti-symmetric loading on internal nodes to external nodes under hogging and sagging moments, typical in seismic regions. Comparison with current methodologies in the analysis of composite joints is also presented.
publishDate 2001
dc.date.none.fl_str_mv 2001
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/10316/4028
http://hdl.handle.net/10316/4028
url http://hdl.handle.net/10316/4028
dc.language.iso.fl_str_mv eng
language eng
dc.relation.none.fl_str_mv Engineering Structures. 23:11 (2001) 1383-1409
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_ 1799133860616732672

Registros relacionados