Experimental behaviour of end-plate beam-to-column composite joints under monotonical loading
Autor(a) principal: | |
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Data de Publicação: | 2001 |
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/10316/4028 |
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. |
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Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos) |
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7160 |
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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 |
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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 |
|
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1817553872149807104 |