In Situ testing of the out-of-plane capacity of traditional stone masonry walls

Detalhes bibliográficos
Autor(a) principal: António Arêde
Data de Publicação: 2008
Outros Autores: Alexandre Costa, Aníbal Costa, Filipe Neves, Carlos Sousa Oliveira
Tipo de documento: Livro
Idioma: eng
Título da fonte: Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos)
Texto Completo: https://hdl.handle.net/10216/67520
Resumo: This paper reports on an in-situ experimental programme under development by the Laboratory for Earthquake and Structural Engineering (LESE, FEUP, Porto) on existing traditional masonry constructions hit and damaged during the 1998 Azores earthquake. The work seeks for a better understanding of traditional stone masonry wall behaviour under out-of-plane cyclic loading, by providing experimental evidence and realistic data of particular relevance for numerical modelling calibration of these elements in their original conditions. Following the same strategy adopted for another experimental activity performed in laboratory on a similar masonry wallet, this insitu programme involved a second stage for structural strengthening according to schemes similar to some of those adopted during the reconstructions process in Faial Island. Further tests were then performed in order to assess the seismic capacity improvement of the strengthened structures. Very interesting and promising results were obtained concerning both strength and energy dissipation enhancement, thus fully confirming the basic objective achievement subjacent to the adopted seismic strengthening strategy.
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spelling In Situ testing of the out-of-plane capacity of traditional stone masonry wallsEngenharia estrutural, Engenharia civilStructural engineering, Civil engineeringThis paper reports on an in-situ experimental programme under development by the Laboratory for Earthquake and Structural Engineering (LESE, FEUP, Porto) on existing traditional masonry constructions hit and damaged during the 1998 Azores earthquake. The work seeks for a better understanding of traditional stone masonry wall behaviour under out-of-plane cyclic loading, by providing experimental evidence and realistic data of particular relevance for numerical modelling calibration of these elements in their original conditions. Following the same strategy adopted for another experimental activity performed in laboratory on a similar masonry wallet, this insitu programme involved a second stage for structural strengthening according to schemes similar to some of those adopted during the reconstructions process in Faial Island. Further tests were then performed in order to assess the seismic capacity improvement of the strengthened structures. Very interesting and promising results were obtained concerning both strength and energy dissipation enhancement, thus fully confirming the basic objective achievement subjacent to the adopted seismic strengthening strategy.20082008-01-01T00:00:00Zinfo:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/bookapplication/pdfhttps://hdl.handle.net/10216/67520engAntónio ArêdeAlexandre CostaAníbal CostaFilipe NevesCarlos Sousa Oliveirainfo: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:RCAAP2023-11-29T15:22:42Zoai:repositorio-aberto.up.pt:10216/67520Portal AgregadorONGhttps://www.rcaap.pt/oai/openaireopendoar:71602024-03-20T00:22:07.586057Repositório 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 In Situ testing of the out-of-plane capacity of traditional stone masonry walls
title In Situ testing of the out-of-plane capacity of traditional stone masonry walls
spellingShingle In Situ testing of the out-of-plane capacity of traditional stone masonry walls
António Arêde
Engenharia estrutural, Engenharia civil
Structural engineering, Civil engineering
title_short In Situ testing of the out-of-plane capacity of traditional stone masonry walls
title_full In Situ testing of the out-of-plane capacity of traditional stone masonry walls
title_fullStr In Situ testing of the out-of-plane capacity of traditional stone masonry walls
title_full_unstemmed In Situ testing of the out-of-plane capacity of traditional stone masonry walls
title_sort In Situ testing of the out-of-plane capacity of traditional stone masonry walls
author António Arêde
author_facet António Arêde
Alexandre Costa
Aníbal Costa
Filipe Neves
Carlos Sousa Oliveira
author_role author
author2 Alexandre Costa
Aníbal Costa
Filipe Neves
Carlos Sousa Oliveira
author2_role author
author
author
author
dc.contributor.author.fl_str_mv António Arêde
Alexandre Costa
Aníbal Costa
Filipe Neves
Carlos Sousa Oliveira
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 paper reports on an in-situ experimental programme under development by the Laboratory for Earthquake and Structural Engineering (LESE, FEUP, Porto) on existing traditional masonry constructions hit and damaged during the 1998 Azores earthquake. The work seeks for a better understanding of traditional stone masonry wall behaviour under out-of-plane cyclic loading, by providing experimental evidence and realistic data of particular relevance for numerical modelling calibration of these elements in their original conditions. Following the same strategy adopted for another experimental activity performed in laboratory on a similar masonry wallet, this insitu programme involved a second stage for structural strengthening according to schemes similar to some of those adopted during the reconstructions process in Faial Island. Further tests were then performed in order to assess the seismic capacity improvement of the strengthened structures. Very interesting and promising results were obtained concerning both strength and energy dissipation enhancement, thus fully confirming the basic objective achievement subjacent to the adopted seismic strengthening strategy.
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/10216/67520
url https://hdl.handle.net/10216/67520
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)
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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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