Post-earthquake Performance of a Slab-Column Connection with Punching Shear Reinforcement

Detalhes bibliográficos
Autor(a) principal: Isufi, Brisid
Data de Publicação: 2021
Outros Autores: Ramos, António Pinho, Lúcio, Válter
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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spelling 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
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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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