Seismic response of a small‑scale masonry groin vault: experimental investigation by performing quasi‑static and shake table tests

Detalhes bibliográficos
Autor(a) principal: Bianchini, Nicoletta
Data de Publicação: 2022
Outros Autores: Mendes, N., Calderini, C., Candeias, P. X., Rossi, M., Lourenço, Paulo B.
Tipo de documento: Artigo
Idioma: eng
Título da fonte: Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos)
Texto Completo: http://hdl.handle.net/1822/77008
Resumo: The seismic safety assessment of 3D complex structural elements of historic buildings, such as groin and rib vaults, is a challenge and experimental tests can provide relevant data for this purpose. This paper presents the results of two experimental campaigns about a reduced scale 3D printed vault characterized by asymmetric boundary conditions. The specimen adopted the square plan geometry of groin vault and was made of polymeric bricks with radial joints, orthogonally woven at the barrel intersection. The seismic behaviour of the vault was studied through physical modelling: quasi-static using actuators and dynamic using a shake-table. In particular, an incremental dynamic analysis up to the collapse of the vault was carried out. The results obtained experimentally were analysed in terms of damage, collapse mechanisms, ultimate displacements, and response spectrumbased analysis.
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spelling Seismic response of a small‑scale masonry groin vault: experimental investigation by performing quasi‑static and shake table testsGroin vaultDisplacement-based assessmentExperimental testsQuasi-static testsSeismic responseShake table testsScience & TechnologyThe seismic safety assessment of 3D complex structural elements of historic buildings, such as groin and rib vaults, is a challenge and experimental tests can provide relevant data for this purpose. This paper presents the results of two experimental campaigns about a reduced scale 3D printed vault characterized by asymmetric boundary conditions. The specimen adopted the square plan geometry of groin vault and was made of polymeric bricks with radial joints, orthogonally woven at the barrel intersection. The seismic behaviour of the vault was studied through physical modelling: quasi-static using actuators and dynamic using a shake-table. In particular, an incremental dynamic analysis up to the collapse of the vault was carried out. The results obtained experimentally were analysed in terms of damage, collapse mechanisms, ultimate displacements, and response spectrumbased analysis.This work was partly fnanced by FCT – Foundation for Science and Technology within the scope of the SERA.TA project “Seismic Response of Masonry Cross Vaults: Shaking table tests and numerical validations” and the PhD grant SFRH/BD/136831/2018.SpringerUniversidade do MinhoBianchini, NicolettaMendes, N.Calderini, C.Candeias, P. X.Rossi, M.Lourenço, Paulo B.20222025-01-01T00:00:00Z2022-01-01T00:00:00Zinfo:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/articleapplication/pdfhttp://hdl.handle.net/1822/77008eng1570-761X1573-145610.1007/s10518-021-01280-0https://link.springer.com/article/10.1007/s10518-021-01280-0info:eu-repo/semantics/embargoedAccessreponame:Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos)instname:Agência para a Sociedade do Conhecimento (UMIC) - FCT - Sociedade da Informaçãoinstacron:RCAAP2023-07-21T12:40:22Zoai:repositorium.sdum.uminho.pt:1822/77008Portal AgregadorONGhttps://www.rcaap.pt/oai/openaireopendoar:71602024-03-19T19:37:08.830517Repositório 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 response of a small‑scale masonry groin vault: experimental investigation by performing quasi‑static and shake table tests
title Seismic response of a small‑scale masonry groin vault: experimental investigation by performing quasi‑static and shake table tests
spellingShingle Seismic response of a small‑scale masonry groin vault: experimental investigation by performing quasi‑static and shake table tests
Bianchini, Nicoletta
Groin vault
Displacement-based assessment
Experimental tests
Quasi-static tests
Seismic response
Shake table tests
Science & Technology
title_short Seismic response of a small‑scale masonry groin vault: experimental investigation by performing quasi‑static and shake table tests
title_full Seismic response of a small‑scale masonry groin vault: experimental investigation by performing quasi‑static and shake table tests
title_fullStr Seismic response of a small‑scale masonry groin vault: experimental investigation by performing quasi‑static and shake table tests
title_full_unstemmed Seismic response of a small‑scale masonry groin vault: experimental investigation by performing quasi‑static and shake table tests
title_sort Seismic response of a small‑scale masonry groin vault: experimental investigation by performing quasi‑static and shake table tests
author Bianchini, Nicoletta
author_facet Bianchini, Nicoletta
Mendes, N.
Calderini, C.
Candeias, P. X.
Rossi, M.
Lourenço, Paulo B.
author_role author
author2 Mendes, N.
Calderini, C.
Candeias, P. X.
Rossi, M.
Lourenço, Paulo B.
author2_role author
author
author
author
author
dc.contributor.none.fl_str_mv Universidade do Minho
dc.contributor.author.fl_str_mv Bianchini, Nicoletta
Mendes, N.
Calderini, C.
Candeias, P. X.
Rossi, M.
Lourenço, Paulo B.
dc.subject.por.fl_str_mv Groin vault
Displacement-based assessment
Experimental tests
Quasi-static tests
Seismic response
Shake table tests
Science & Technology
topic Groin vault
Displacement-based assessment
Experimental tests
Quasi-static tests
Seismic response
Shake table tests
Science & Technology
description The seismic safety assessment of 3D complex structural elements of historic buildings, such as groin and rib vaults, is a challenge and experimental tests can provide relevant data for this purpose. This paper presents the results of two experimental campaigns about a reduced scale 3D printed vault characterized by asymmetric boundary conditions. The specimen adopted the square plan geometry of groin vault and was made of polymeric bricks with radial joints, orthogonally woven at the barrel intersection. The seismic behaviour of the vault was studied through physical modelling: quasi-static using actuators and dynamic using a shake-table. In particular, an incremental dynamic analysis up to the collapse of the vault was carried out. The results obtained experimentally were analysed in terms of damage, collapse mechanisms, ultimate displacements, and response spectrumbased analysis.
publishDate 2022
dc.date.none.fl_str_mv 2022
2022-01-01T00:00:00Z
2025-01-01T00:00:00Z
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/1822/77008
url http://hdl.handle.net/1822/77008
dc.language.iso.fl_str_mv eng
language eng
dc.relation.none.fl_str_mv 1570-761X
1573-1456
10.1007/s10518-021-01280-0
https://link.springer.com/article/10.1007/s10518-021-01280-0
dc.rights.driver.fl_str_mv info:eu-repo/semantics/embargoedAccess
eu_rights_str_mv embargoedAccess
dc.format.none.fl_str_mv application/pdf
dc.publisher.none.fl_str_mv Springer
publisher.none.fl_str_mv Springer
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
repository.mail.fl_str_mv
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