In-plane shear behaviour of stone masonry piers: a numerical study
Autor(a) principal: | |
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Data de Publicação: | 2008 |
Outros Autores: | , , , |
Tipo de documento: | Livro |
Idioma: | eng |
Título da fonte: | Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos) |
Texto Completo: | https://hdl.handle.net/10216/67502 |
Resumo: | This work aims to presenting a laboratory test of an existing Azorean stone masonry pier, transported to the Laboratory for Earthquake and Structural Engineering (LESE, FEUP, Porto), exhibiting significant energy dissipation but small displacement capacity. A complete 3D non-linear numerical simulation of the experimental test was also performed for simulating the observed response and good results were obtained, encouraging the use of this methodology either for calibration of other simplified models or in future works. After the first test, the pier was retrofitted with a strategy as used after the 1998 Azores earthquake and subsequently tested in order to assess that retrofitting efficiency and to evaluate the seismic resistance improvement. Indeed the major objective of that technique was achieved because a homogeneous and monolithic behaviour was observed, improving especially the displacement capacity of the pier. |
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Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos) |
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In-plane shear behaviour of stone masonry piers: a numerical studyEngenharia estrutural, Engenharia civilStructural engineering, Civil engineeringThis work aims to presenting a laboratory test of an existing Azorean stone masonry pier, transported to the Laboratory for Earthquake and Structural Engineering (LESE, FEUP, Porto), exhibiting significant energy dissipation but small displacement capacity. A complete 3D non-linear numerical simulation of the experimental test was also performed for simulating the observed response and good results were obtained, encouraging the use of this methodology either for calibration of other simplified models or in future works. After the first test, the pier was retrofitted with a strategy as used after the 1998 Azores earthquake and subsequently tested in order to assess that retrofitting efficiency and to evaluate the seismic resistance improvement. Indeed the major objective of that technique was achieved because a homogeneous and monolithic behaviour was observed, improving especially the displacement capacity of the pier.20082008-01-01T00:00:00Zinfo:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/bookapplication/pdfhttps://hdl.handle.net/10216/67502engA. A. CostaB. SilvaJ. M. GuedesA. ArêdeA. Costainfo: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:RCAAP2023-07-26T14:05:44ZPortal AgregadorONG |
dc.title.none.fl_str_mv |
In-plane shear behaviour of stone masonry piers: a numerical study |
title |
In-plane shear behaviour of stone masonry piers: a numerical study |
spellingShingle |
In-plane shear behaviour of stone masonry piers: a numerical study A. A. Costa Engenharia estrutural, Engenharia civil Structural engineering, Civil engineering |
title_short |
In-plane shear behaviour of stone masonry piers: a numerical study |
title_full |
In-plane shear behaviour of stone masonry piers: a numerical study |
title_fullStr |
In-plane shear behaviour of stone masonry piers: a numerical study |
title_full_unstemmed |
In-plane shear behaviour of stone masonry piers: a numerical study |
title_sort |
In-plane shear behaviour of stone masonry piers: a numerical study |
author |
A. A. Costa |
author_facet |
A. A. Costa B. Silva J. M. Guedes A. Arêde A. Costa |
author_role |
author |
author2 |
B. Silva J. M. Guedes A. Arêde A. Costa |
author2_role |
author author author author |
dc.contributor.author.fl_str_mv |
A. A. Costa B. Silva J. M. Guedes A. Arêde A. Costa |
dc.subject.por.fl_str_mv |
Engenharia estrutural, Engenharia civil Structural engineering, Civil engineering |
topic |
Engenharia estrutural, Engenharia civil Structural engineering, Civil engineering |
description |
This work aims to presenting a laboratory test of an existing Azorean stone masonry pier, transported to the Laboratory for Earthquake and Structural Engineering (LESE, FEUP, Porto), exhibiting significant energy dissipation but small displacement capacity. A complete 3D non-linear numerical simulation of the experimental test was also performed for simulating the observed response and good results were obtained, encouraging the use of this methodology either for calibration of other simplified models or in future works. After the first test, the pier was retrofitted with a strategy as used after the 1998 Azores earthquake and subsequently tested in order to assess that retrofitting efficiency and to evaluate the seismic resistance improvement. Indeed the major objective of that technique was achieved because a homogeneous and monolithic behaviour was observed, improving especially the displacement capacity of the pier. |
publishDate |
2008 |
dc.date.none.fl_str_mv |
2008 2008-01-01T00:00:00Z |
dc.type.status.fl_str_mv |
info:eu-repo/semantics/publishedVersion |
dc.type.driver.fl_str_mv |
info:eu-repo/semantics/book |
format |
book |
status_str |
publishedVersion |
dc.identifier.uri.fl_str_mv |
https://hdl.handle.net/10216/67502 |
url |
https://hdl.handle.net/10216/67502 |
dc.language.iso.fl_str_mv |
eng |
language |
eng |
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 |
|
repository.mail.fl_str_mv |
|
_version_ |
1777304155967193088 |