Testing of a full-scale flat slab building for gravity and lateral loads
| Autor(a) principal: | |
|---|---|
| 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/10362/160486 |
Resumo: | The experimental campaign is part of the Transnational Access activities of the SERA project (Seismology and Earthquake Engineering Research Infrastructure Alliance for Europe). Publisher Copyright: © 2021 The Authors |
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Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos) |
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Testing of a full-scale flat slab building for gravity and lateral loadsFlat plateFull-scale testingHybrid SimulationPseudo-Dynamic TestingPunching shearSeismic and cyclic loadingCivil and Structural EngineeringThe experimental campaign is part of the Transnational Access activities of the SERA project (Seismology and Earthquake Engineering Research Infrastructure Alliance for Europe). Publisher Copyright: © 2021 The AuthorsFull-scale testing of a two-storey flat slab structure is reported, undertaken in the SlabSTRESS research project; the construction and testing were planned and carried out at the ELSA laboratory of the European Commission's Joint Research Centre. The dimensions are three bays by two, spans 4.5 and 5 m, slab thickness 0.2 m, interstorey height 3.2 m. Two different longitudinal reinforcement details were considered; welded studs shear reinforcement was provided only in the second floor slab. The testing program included seismic tests for service and ultimate actions, using the pseudodynamic technique with virtual walls. To this aim a building structure was designed with primary walls and the flat slab frame as secondary element. Cyclic loading tests followed up to ultimate drift capacity of the structure. The sequence of tests included strengthening of a set of damaged connections using bolted bars in holes drilled through the slab, followed by cyclic testing to failure. The instrumentation was provided for the global response and the connections with local rotations in the columns and slab; cracking around the columns was measured with through-crack sensors; a measurement system for internal forces and moments was included within the columns. The results show the response with deformations and damage for the different loading conditions up to failure. The results obtained on a full-scale structure extend and confirm the knowledge in the literature, mainly based on isolated connections and/or small-scale samples.DEC - Departamento de Engenharia CivilRUNCoronelli, DarioLamperti Tornaghi, MarcoMartinelli, LucaMolina, Francisco JavierMuttoni, AurelioPascu, Ion RaduPegon, PierrePeroni, MarcoRamos, António PinhoTsionis, GeorgiosNetti, Teresa2023-11-24T22:08:22Z2021-09-152021-09-15T00:00:00Zinfo:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/article17application/pdfhttp://hdl.handle.net/10362/160486eng0141-0296PURE: 32877082https://doi.org/10.1016/j.engstruct.2021.112551info: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:RCAAP2024-03-11T05:43:13Zoai:run.unl.pt:10362/160486Portal AgregadorONGhttps://www.rcaap.pt/oai/openaireopendoar:71602024-03-20T03:58:04.679134Repositório 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 |
Testing of a full-scale flat slab building for gravity and lateral loads |
| title |
Testing of a full-scale flat slab building for gravity and lateral loads |
| spellingShingle |
Testing of a full-scale flat slab building for gravity and lateral loads Coronelli, Dario Flat plate Full-scale testing Hybrid Simulation Pseudo-Dynamic Testing Punching shear Seismic and cyclic loading Civil and Structural Engineering |
| title_short |
Testing of a full-scale flat slab building for gravity and lateral loads |
| title_full |
Testing of a full-scale flat slab building for gravity and lateral loads |
| title_fullStr |
Testing of a full-scale flat slab building for gravity and lateral loads |
| title_full_unstemmed |
Testing of a full-scale flat slab building for gravity and lateral loads |
| title_sort |
Testing of a full-scale flat slab building for gravity and lateral loads |
| author |
Coronelli, Dario |
| author_facet |
Coronelli, Dario Lamperti Tornaghi, Marco Martinelli, Luca Molina, Francisco Javier Muttoni, Aurelio Pascu, Ion Radu Pegon, Pierre Peroni, Marco Ramos, António Pinho Tsionis, Georgios Netti, Teresa |
| author_role |
author |
| author2 |
Lamperti Tornaghi, Marco Martinelli, Luca Molina, Francisco Javier Muttoni, Aurelio Pascu, Ion Radu Pegon, Pierre Peroni, Marco Ramos, António Pinho Tsionis, Georgios Netti, Teresa |
| author2_role |
author author author author author author author author author author |
| dc.contributor.none.fl_str_mv |
DEC - Departamento de Engenharia Civil RUN |
| dc.contributor.author.fl_str_mv |
Coronelli, Dario Lamperti Tornaghi, Marco Martinelli, Luca Molina, Francisco Javier Muttoni, Aurelio Pascu, Ion Radu Pegon, Pierre Peroni, Marco Ramos, António Pinho Tsionis, Georgios Netti, Teresa |
| dc.subject.por.fl_str_mv |
Flat plate Full-scale testing Hybrid Simulation Pseudo-Dynamic Testing Punching shear Seismic and cyclic loading Civil and Structural Engineering |
| topic |
Flat plate Full-scale testing Hybrid Simulation Pseudo-Dynamic Testing Punching shear Seismic and cyclic loading Civil and Structural Engineering |
| description |
The experimental campaign is part of the Transnational Access activities of the SERA project (Seismology and Earthquake Engineering Research Infrastructure Alliance for Europe). Publisher Copyright: © 2021 The Authors |
| publishDate |
2021 |
| dc.date.none.fl_str_mv |
2021-09-15 2021-09-15T00:00:00Z 2023-11-24T22:08:22Z |
| 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/10362/160486 |
| url |
http://hdl.handle.net/10362/160486 |
| dc.language.iso.fl_str_mv |
eng |
| language |
eng |
| dc.relation.none.fl_str_mv |
0141-0296 PURE: 32877082 https://doi.org/10.1016/j.engstruct.2021.112551 |
| dc.rights.driver.fl_str_mv |
info:eu-repo/semantics/openAccess |
| eu_rights_str_mv |
openAccess |
| dc.format.none.fl_str_mv |
17 application/pdf |
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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 |
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RCAAP |
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RCAAP |
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Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos) |
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Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos) |
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Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos) - Agência para a Sociedade do Conhecimento (UMIC) - FCT - Sociedade da Informação |
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