In-plane behaviour of rubble stone masonry walls: experimental, numerical and analytical approach
Autor(a) principal: | |
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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: | https://hdl.handle.net/1822/69599 |
Resumo: | Unreinforced masonry construction is predominant in many urban areas world-wide. Many of these constructions are vulnerable to earthquakes, which are the main cause of damage and loss of cultural heritage. Understanding the in-plane behaviour of masonry walls when subjected to horizontal loadings will improve the society capacity to preserve and protect this cultural heritage. An experimental campaign on rubble stone masonry walls under different loading conditions is presented. This experimental campaign allows calibrating non-linear numerical models used to study these elements in a more comprehensive way, performing parametric studies regarding the geometry, pre-compression level, boundary conditions and mechanical properties. The capacity to estimate the shear strength using available analytical models is also reviewed, applied and compared. |
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In-plane behaviour of rubble stone masonry walls: experimental, numerical and analytical approachRubble masonryShear capacityNumerical analysisAnalytical modelsEngenharia e Tecnologia::Engenharia CivilScience & TechnologyUnreinforced masonry construction is predominant in many urban areas world-wide. Many of these constructions are vulnerable to earthquakes, which are the main cause of damage and loss of cultural heritage. Understanding the in-plane behaviour of masonry walls when subjected to horizontal loadings will improve the society capacity to preserve and protect this cultural heritage. An experimental campaign on rubble stone masonry walls under different loading conditions is presented. This experimental campaign allows calibrating non-linear numerical models used to study these elements in a more comprehensive way, performing parametric studies regarding the geometry, pre-compression level, boundary conditions and mechanical properties. The capacity to estimate the shear strength using available analytical models is also reviewed, applied and compared.This work was performed under the research project: EpiCidade – Development of strengthening methods and experimental dynamic analysis of masonry buildings, with the reference QREN 13/SI/2011.ElsevierUniversidade do MinhoPereira, João MiguelCorreia, António A.Lourenço, Paulo B.2021-022021-02-01T00:00:00Zinfo:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/articleapplication/pdfhttps://hdl.handle.net/1822/69599engPereira, J. M., Correia, A. A., & Lourenço, P. B. (2021, February). In-plane behaviour of rubble stone masonry walls: Experimental, numerical and analytical approach. Construction and Building Materials. Elsevier BV. http://doi.org/10.1016/j.conbuildmat.2020.1215480950-061810.1016/j.conbuildmat.2020.121548https://www.sciencedirect.com/science/article/abs/pii/S0950061820335522info: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:RCAAP2024-01-13T01:23:20Zoai:repositorium.sdum.uminho.pt:1822/69599Portal AgregadorONGhttps://www.rcaap.pt/oai/openaireopendoar:71602024-03-19T18:45:12.103474Repositório 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-plane behaviour of rubble stone masonry walls: experimental, numerical and analytical approach |
title |
In-plane behaviour of rubble stone masonry walls: experimental, numerical and analytical approach |
spellingShingle |
In-plane behaviour of rubble stone masonry walls: experimental, numerical and analytical approach Pereira, João Miguel Rubble masonry Shear capacity Numerical analysis Analytical models Engenharia e Tecnologia::Engenharia Civil Science & Technology |
title_short |
In-plane behaviour of rubble stone masonry walls: experimental, numerical and analytical approach |
title_full |
In-plane behaviour of rubble stone masonry walls: experimental, numerical and analytical approach |
title_fullStr |
In-plane behaviour of rubble stone masonry walls: experimental, numerical and analytical approach |
title_full_unstemmed |
In-plane behaviour of rubble stone masonry walls: experimental, numerical and analytical approach |
title_sort |
In-plane behaviour of rubble stone masonry walls: experimental, numerical and analytical approach |
author |
Pereira, João Miguel |
author_facet |
Pereira, João Miguel Correia, António A. Lourenço, Paulo B. |
author_role |
author |
author2 |
Correia, António A. Lourenço, Paulo B. |
author2_role |
author author |
dc.contributor.none.fl_str_mv |
Universidade do Minho |
dc.contributor.author.fl_str_mv |
Pereira, João Miguel Correia, António A. Lourenço, Paulo B. |
dc.subject.por.fl_str_mv |
Rubble masonry Shear capacity Numerical analysis Analytical models Engenharia e Tecnologia::Engenharia Civil Science & Technology |
topic |
Rubble masonry Shear capacity Numerical analysis Analytical models Engenharia e Tecnologia::Engenharia Civil Science & Technology |
description |
Unreinforced masonry construction is predominant in many urban areas world-wide. Many of these constructions are vulnerable to earthquakes, which are the main cause of damage and loss of cultural heritage. Understanding the in-plane behaviour of masonry walls when subjected to horizontal loadings will improve the society capacity to preserve and protect this cultural heritage. An experimental campaign on rubble stone masonry walls under different loading conditions is presented. This experimental campaign allows calibrating non-linear numerical models used to study these elements in a more comprehensive way, performing parametric studies regarding the geometry, pre-compression level, boundary conditions and mechanical properties. The capacity to estimate the shear strength using available analytical models is also reviewed, applied and compared. |
publishDate |
2021 |
dc.date.none.fl_str_mv |
2021-02 2021-02-01T00:00:00Z |
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 |
https://hdl.handle.net/1822/69599 |
url |
https://hdl.handle.net/1822/69599 |
dc.language.iso.fl_str_mv |
eng |
language |
eng |
dc.relation.none.fl_str_mv |
Pereira, J. M., Correia, A. A., & Lourenço, P. B. (2021, February). In-plane behaviour of rubble stone masonry walls: Experimental, numerical and analytical approach. Construction and Building Materials. Elsevier BV. http://doi.org/10.1016/j.conbuildmat.2020.121548 0950-0618 10.1016/j.conbuildmat.2020.121548 https://www.sciencedirect.com/science/article/abs/pii/S0950061820335522 |
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.publisher.none.fl_str_mv |
Elsevier |
publisher.none.fl_str_mv |
Elsevier |
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 |
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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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1799132203462950912 |