Post-earthquake Performance of a Slab-Column Connection with Punching Shear Reinforcement
Autor(a) principal: | |
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Data de Publicação: | 2021 |
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/10362/114391 |
Resumo: | Brittle punching failures can occur in slab–column connections due to earthquake-induced unbalanced moments. The performance of undamaged specimens and various repair/strengthening techniques have been studied in the past. This paper investigates a less studied scenario, in which a flat slab–column connection severely damaged by an earthquake is subjected to another earthquake without undergoing repair. The performance under this special loading protocol is analysed. It is shown that the drift capacity was not significantly impaired, but both the lateral and bending stiffness were reduced. Other relevant observations regarding the post-earthquake life of slab–column connections are brought to attention. |
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Post-earthquake Performance of a Slab-Column Connection with Punching Shear ReinforcementCyclic LoadingDriftFlat SlabPost-EarthquakePunchingStudsCivil and Structural EngineeringBuilding and ConstructionGeotechnical Engineering and Engineering GeologyBrittle punching failures can occur in slab–column connections due to earthquake-induced unbalanced moments. The performance of undamaged specimens and various repair/strengthening techniques have been studied in the past. This paper investigates a less studied scenario, in which a flat slab–column connection severely damaged by an earthquake is subjected to another earthquake without undergoing repair. The performance under this special loading protocol is analysed. It is shown that the drift capacity was not significantly impaired, but both the lateral and bending stiffness were reduced. Other relevant observations regarding the post-earthquake life of slab–column connections are brought to attention.DEC - Departamento de Engenharia CivilRUNIsufi, BrisidRamos, António PinhoLúcio, Válter2021-03-24T23:25:22Z20222022-01-01T00:00:00Zinfo:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/articleapplication/pdfhttp://hdl.handle.net/10362/114391eng1363-2469PURE: 16795507https://doi.org/10.1080/13632469.2020.1713924info: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:RCAAP2024-03-11T04:57:03Zoai:run.unl.pt:10362/114391Portal AgregadorONGhttps://www.rcaap.pt/oai/openaireopendoar:71602024-03-20T03:42:30.758695Repositório 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 |
Post-earthquake Performance of a Slab-Column Connection with Punching Shear Reinforcement |
title |
Post-earthquake Performance of a Slab-Column Connection with Punching Shear Reinforcement |
spellingShingle |
Post-earthquake Performance of a Slab-Column Connection with Punching Shear Reinforcement Isufi, Brisid Cyclic Loading Drift Flat Slab Post-Earthquake Punching Studs Civil and Structural Engineering Building and Construction Geotechnical Engineering and Engineering Geology |
title_short |
Post-earthquake Performance of a Slab-Column Connection with Punching Shear Reinforcement |
title_full |
Post-earthquake Performance of a Slab-Column Connection with Punching Shear Reinforcement |
title_fullStr |
Post-earthquake Performance of a Slab-Column Connection with Punching Shear Reinforcement |
title_full_unstemmed |
Post-earthquake Performance of a Slab-Column Connection with Punching Shear Reinforcement |
title_sort |
Post-earthquake Performance of a Slab-Column Connection with Punching Shear Reinforcement |
author |
Isufi, Brisid |
author_facet |
Isufi, Brisid Ramos, António Pinho Lúcio, Válter |
author_role |
author |
author2 |
Ramos, António Pinho Lúcio, Válter |
author2_role |
author author |
dc.contributor.none.fl_str_mv |
DEC - Departamento de Engenharia Civil RUN |
dc.contributor.author.fl_str_mv |
Isufi, Brisid Ramos, António Pinho Lúcio, Válter |
dc.subject.por.fl_str_mv |
Cyclic Loading Drift Flat Slab Post-Earthquake Punching Studs Civil and Structural Engineering Building and Construction Geotechnical Engineering and Engineering Geology |
topic |
Cyclic Loading Drift Flat Slab Post-Earthquake Punching Studs Civil and Structural Engineering Building and Construction Geotechnical Engineering and Engineering Geology |
description |
Brittle punching failures can occur in slab–column connections due to earthquake-induced unbalanced moments. The performance of undamaged specimens and various repair/strengthening techniques have been studied in the past. This paper investigates a less studied scenario, in which a flat slab–column connection severely damaged by an earthquake is subjected to another earthquake without undergoing repair. The performance under this special loading protocol is analysed. It is shown that the drift capacity was not significantly impaired, but both the lateral and bending stiffness were reduced. Other relevant observations regarding the post-earthquake life of slab–column connections are brought to attention. |
publishDate |
2021 |
dc.date.none.fl_str_mv |
2021-03-24T23:25:22Z 2022 2022-01-01T00:00:00Z |
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/10362/114391 |
url |
http://hdl.handle.net/10362/114391 |
dc.language.iso.fl_str_mv |
eng |
language |
eng |
dc.relation.none.fl_str_mv |
1363-2469 PURE: 16795507 https://doi.org/10.1080/13632469.2020.1713924 |
dc.rights.driver.fl_str_mv |
info:eu-repo/semantics/openAccess |
eu_rights_str_mv |
openAccess |
dc.format.none.fl_str_mv |
application/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 |
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1799138036333674496 |