Seismic Performance of Strengthened Slab-Column Connections in a Full-Scale Test

Detalhes bibliográficos
Autor(a) principal: Ramos, António Pinho
Data de Publicação: 2022
Outros Autores: Isufi, Brisid, Marreiros, Rui, Coronelli, Dario, Netti, Teresa, Lamperti Tornaghi, Marco, Tsionis, Georgios, Muttoni, Aurelio
Tipo de documento: Artigo
Idioma: eng
Título da fonte: Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos)
Texto Completo: http://hdl.handle.net/10362/145738
Resumo: Funding Information: The SlabSTRESS (Slab Structural RESponse for Seismic European Design) experimental campaign is part of the Transnational Access activities of the SERA (Seismology and Earthquake Engineering Research Infrastructure Alliance for Europe) project. This project has received funding from the European Union’s Horizon 2020 research and innovation program under grant agreement No. 730900. Publisher Copyright: © 2022 The Author(s). Published with license by Taylor & Francis Group, LLC.
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spelling Seismic Performance of Strengthened Slab-Column Connections in a Full-Scale Testcyclic loadingflat plateflat slabfull-scale testpost-installed boltspunchingreinforced concreteseismic loadingStrengtheningCivil and Structural EngineeringBuilding and ConstructionGeotechnical Engineering and Engineering GeologyFunding Information: The SlabSTRESS (Slab Structural RESponse for Seismic European Design) experimental campaign is part of the Transnational Access activities of the SERA (Seismology and Earthquake Engineering Research Infrastructure Alliance for Europe) project. This project has received funding from the European Union’s Horizon 2020 research and innovation program under grant agreement No. 730900. Publisher Copyright: © 2022 The Author(s). Published with license by Taylor & Francis Group, LLC.Strengthening of flat slab-column connections to resist imposed lateral drifts is often required for older reinforced concrete structures in which the flat slabs were typically designed to resist gravity load only or have been designed for less stringent requirements. The complex stress state around the columns means that strong experimental evidence is required for the repair and strengthening techniques to be adopted with confidence in practice. Although a significant amount of research has been devoted to strengthening of slab-column connections, a series of limitations still remain. A thorough literature review revealed that only relatively thin and isolated specimens have been tested under seismic-type loading and realistic strengthening scenarios. To overcome these limitations, a full-scale two-story flat slab building specimen was tested at the European Commission’s Joint Research Centre–ELSA Laboratory in Ispra, Italy. This paper describes and analyzes the results obtained from the last of a series of phases, on repaired and strengthened internal and external slab-column connections using post-installed bolts. Compared with previous tests, the full-scale building specimen has a thicker slab (200 mm), realistic slab continuity conditions and the connections were strengthened after they suffered damage from gravity loading and previous lateral loading phases. The results show that post-installed bolts are efficient even under the described conditions (i.e. damaged and repaired specimens with realistic thickness), and punching shear failure was prevented in the strengthened connections.CERIS - Polo NOVADEC - Departamento de Engenharia CivilRUNRamos, António PinhoIsufi, BrisidMarreiros, RuiCoronelli, DarioNetti, TeresaLamperti Tornaghi, MarcoTsionis, GeorgiosMuttoni, Aurelio2022-11-23T22:26:24Z20232023-01-01T00:00:00Zinfo:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/article21application/pdfhttp://hdl.handle.net/10362/145738eng1363-2469PURE: 46389644https://doi.org/10.1080/13632469.2022.2112320info: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:RCAAP2024-03-11T05:26:21Zoai:run.unl.pt:10362/145738Portal AgregadorONGhttps://www.rcaap.pt/oai/openaireopendoar:71602024-03-20T03:52:14.219397Repositório 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 Seismic Performance of Strengthened Slab-Column Connections in a Full-Scale Test
title Seismic Performance of Strengthened Slab-Column Connections in a Full-Scale Test
spellingShingle Seismic Performance of Strengthened Slab-Column Connections in a Full-Scale Test
Ramos, António Pinho
cyclic loading
flat plate
flat slab
full-scale test
post-installed bolts
punching
reinforced concrete
seismic loading
Strengthening
Civil and Structural Engineering
Building and Construction
Geotechnical Engineering and Engineering Geology
title_short Seismic Performance of Strengthened Slab-Column Connections in a Full-Scale Test
title_full Seismic Performance of Strengthened Slab-Column Connections in a Full-Scale Test
title_fullStr Seismic Performance of Strengthened Slab-Column Connections in a Full-Scale Test
title_full_unstemmed Seismic Performance of Strengthened Slab-Column Connections in a Full-Scale Test
title_sort Seismic Performance of Strengthened Slab-Column Connections in a Full-Scale Test
author Ramos, António Pinho
author_facet Ramos, António Pinho
Isufi, Brisid
Marreiros, Rui
Coronelli, Dario
Netti, Teresa
Lamperti Tornaghi, Marco
Tsionis, Georgios
Muttoni, Aurelio
author_role author
author2 Isufi, Brisid
Marreiros, Rui
Coronelli, Dario
Netti, Teresa
Lamperti Tornaghi, Marco
Tsionis, Georgios
Muttoni, Aurelio
author2_role author
author
author
author
author
author
author
dc.contributor.none.fl_str_mv CERIS - Polo NOVA
DEC - Departamento de Engenharia Civil
RUN
dc.contributor.author.fl_str_mv Ramos, António Pinho
Isufi, Brisid
Marreiros, Rui
Coronelli, Dario
Netti, Teresa
Lamperti Tornaghi, Marco
Tsionis, Georgios
Muttoni, Aurelio
dc.subject.por.fl_str_mv cyclic loading
flat plate
flat slab
full-scale test
post-installed bolts
punching
reinforced concrete
seismic loading
Strengthening
Civil and Structural Engineering
Building and Construction
Geotechnical Engineering and Engineering Geology
topic cyclic loading
flat plate
flat slab
full-scale test
post-installed bolts
punching
reinforced concrete
seismic loading
Strengthening
Civil and Structural Engineering
Building and Construction
Geotechnical Engineering and Engineering Geology
description Funding Information: The SlabSTRESS (Slab Structural RESponse for Seismic European Design) experimental campaign is part of the Transnational Access activities of the SERA (Seismology and Earthquake Engineering Research Infrastructure Alliance for Europe) project. This project has received funding from the European Union’s Horizon 2020 research and innovation program under grant agreement No. 730900. Publisher Copyright: © 2022 The Author(s). Published with license by Taylor & Francis Group, LLC.
publishDate 2022
dc.date.none.fl_str_mv 2022-11-23T22:26:24Z
2023
2023-01-01T00:00:00Z
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/10362/145738
url http://hdl.handle.net/10362/145738
dc.language.iso.fl_str_mv eng
language eng
dc.relation.none.fl_str_mv 1363-2469
PURE: 46389644
https://doi.org/10.1080/13632469.2022.2112320
dc.rights.driver.fl_str_mv info:eu-repo/semantics/openAccess
eu_rights_str_mv openAccess
dc.format.none.fl_str_mv 21
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instacron:RCAAP
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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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