In-plane behaviour of rubble stone masonry walls: experimental, numerical and analytical approach

Detalhes bibliográficos
Autor(a) principal: Pereira, João Miguel
Data de Publicação: 2021
Outros Autores: Correia, António A., Lourenço, Paulo B.
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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spelling 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
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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