Dry joint stone masonry walls subjected to in-plane combined loading

Detalhes bibliográficos
Autor(a) principal: Lourenço, Paulo B.
Data de Publicação: 2005
Outros Autores: Oliveira, Daniel V., Roca, Pere, Orduña Bustamante, A.
Tipo de documento: Artigo
Idioma: eng
Título da fonte: Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos)
Texto Completo: http://hdl.handle.net/1822/4603
Resumo: The paper presents the results of experimental research on the structural behavior of dry joint masonry. The most relevant experimental results concern the strength response of stone dry joint masonry walls subjected to in-plane combined compressive and shear loading. Significant features of the structural behavior shown by the walls are discussed and conclusions on their ultimate capacity and observed failure mechanisms are addressed. Complementarily, the application of an existing numerical model, stemming from plasticity and based on a micromodeling strategy, is also presented and discussed with regard to its capacity to simulate the obtained experimental results. The model was calibrated with data collected from complementary tests carried out on specimens and prisms made of the same type of stone. Finally, the usage of a simplified method of analysis based on a continuum of diagonal struts is also addressed.
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spelling Dry joint stone masonry walls subjected to in-plane combined loadingMasonryShear wallsLaboratory testsStructural analysisFinite elementsJointsStiffnessNumerical modelsScience & TechnologyThe paper presents the results of experimental research on the structural behavior of dry joint masonry. The most relevant experimental results concern the strength response of stone dry joint masonry walls subjected to in-plane combined compressive and shear loading. Significant features of the structural behavior shown by the walls are discussed and conclusions on their ultimate capacity and observed failure mechanisms are addressed. Complementarily, the application of an existing numerical model, stemming from plasticity and based on a micromodeling strategy, is also presented and discussed with regard to its capacity to simulate the obtained experimental results. The model was calibrated with data collected from complementary tests carried out on specimens and prisms made of the same type of stone. Finally, the usage of a simplified method of analysis based on a continuum of diagonal struts is also addressed.American Society of Civil Engineers (ASCE)Universidade do MinhoLourenço, Paulo B.Oliveira, Daniel V.Roca, PereOrduña Bustamante, A.20052005-01-01T00:00:00Zinfo:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/articleapplication/pdfhttp://hdl.handle.net/1822/4603eng"Journal of Structural Engineering". ISSN 1665-1673. 131:11 (Nov. 2005) 1665-1673.0733-944510.1061/(ASCE)0733-9445(2005)131:11(1665)info: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:RCAAP2023-07-21T12:35:48Zoai:repositorium.sdum.uminho.pt:1822/4603Portal AgregadorONGhttps://www.rcaap.pt/oai/openaireopendoar:71602024-03-19T19:31:44.348146Repositório 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 Dry joint stone masonry walls subjected to in-plane combined loading
title Dry joint stone masonry walls subjected to in-plane combined loading
spellingShingle Dry joint stone masonry walls subjected to in-plane combined loading
Lourenço, Paulo B.
Masonry
Shear walls
Laboratory tests
Structural analysis
Finite elements
Joints
Stiffness
Numerical models
Science & Technology
title_short Dry joint stone masonry walls subjected to in-plane combined loading
title_full Dry joint stone masonry walls subjected to in-plane combined loading
title_fullStr Dry joint stone masonry walls subjected to in-plane combined loading
title_full_unstemmed Dry joint stone masonry walls subjected to in-plane combined loading
title_sort Dry joint stone masonry walls subjected to in-plane combined loading
author Lourenço, Paulo B.
author_facet Lourenço, Paulo B.
Oliveira, Daniel V.
Roca, Pere
Orduña Bustamante, A.
author_role author
author2 Oliveira, Daniel V.
Roca, Pere
Orduña Bustamante, A.
author2_role author
author
author
dc.contributor.none.fl_str_mv Universidade do Minho
dc.contributor.author.fl_str_mv Lourenço, Paulo B.
Oliveira, Daniel V.
Roca, Pere
Orduña Bustamante, A.
dc.subject.por.fl_str_mv Masonry
Shear walls
Laboratory tests
Structural analysis
Finite elements
Joints
Stiffness
Numerical models
Science & Technology
topic Masonry
Shear walls
Laboratory tests
Structural analysis
Finite elements
Joints
Stiffness
Numerical models
Science & Technology
description The paper presents the results of experimental research on the structural behavior of dry joint masonry. The most relevant experimental results concern the strength response of stone dry joint masonry walls subjected to in-plane combined compressive and shear loading. Significant features of the structural behavior shown by the walls are discussed and conclusions on their ultimate capacity and observed failure mechanisms are addressed. Complementarily, the application of an existing numerical model, stemming from plasticity and based on a micromodeling strategy, is also presented and discussed with regard to its capacity to simulate the obtained experimental results. The model was calibrated with data collected from complementary tests carried out on specimens and prisms made of the same type of stone. Finally, the usage of a simplified method of analysis based on a continuum of diagonal struts is also addressed.
publishDate 2005
dc.date.none.fl_str_mv 2005
2005-01-01T00:00:00Z
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/1822/4603
url http://hdl.handle.net/1822/4603
dc.language.iso.fl_str_mv eng
language eng
dc.relation.none.fl_str_mv "Journal of Structural Engineering". ISSN 1665-1673. 131:11 (Nov. 2005) 1665-1673.
0733-9445
10.1061/(ASCE)0733-9445(2005)131:11(1665)
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 American Society of Civil Engineers (ASCE)
publisher.none.fl_str_mv American Society of Civil Engineers (ASCE)
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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