Capacity interaction in brick masonry under simultaneous in-plane and out-of-plane loads
Autor(a) principal: | |
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Data de Publicação: | 2013 |
Outros Autores: | , |
Tipo de documento: | Artigo |
Idioma: | eng |
Título da fonte: | Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos) |
Texto Completo: | http://hdl.handle.net/1822/21505 |
Resumo: | A considerable number of numerical and experimental studies, carried out to-date to investigate the behaviour of masonry walls under seismic loading, have considered the in-plane or the out-of-plane response of the wall separately without due consideration for any possible interaction between the two responses. In this paper, the results of a series of tests with different levels of simultaneous in-plane shear and out-of-plane bending actions on small brick walls are presented. The tests results indicate noticeable interaction between the in-plane shear and out-of-plane bending strengths of brick walls. Test results are also used to validate representing numerical models of wall panels. The combined in-plane/out-of-plane capacity interaction in full-scale walls having different aspect ratios is then investigated using these numerical models. It is found that the wall aspect ratio highly influences the interaction level, which must be considered in masonry design. |
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Capacity interaction in brick masonry under simultaneous in-plane and out-of-plane loadsMasonryBrick wallIn-plane shearOut-of-plane bendingCapacity interactionSeismic responseScience & TechnologyA considerable number of numerical and experimental studies, carried out to-date to investigate the behaviour of masonry walls under seismic loading, have considered the in-plane or the out-of-plane response of the wall separately without due consideration for any possible interaction between the two responses. In this paper, the results of a series of tests with different levels of simultaneous in-plane shear and out-of-plane bending actions on small brick walls are presented. The tests results indicate noticeable interaction between the in-plane shear and out-of-plane bending strengths of brick walls. Test results are also used to validate representing numerical models of wall panels. The combined in-plane/out-of-plane capacity interaction in full-scale walls having different aspect ratios is then investigated using these numerical models. It is found that the wall aspect ratio highly influences the interaction level, which must be considered in masonry design.ElsevierUniversidade do MinhoNajafgholipour, M. A.Maheri, M. R.Lourenço, Paulo B.20132013-01-01T00:00:00Zinfo:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/articleapplication/pdfhttp://hdl.handle.net/1822/21505eng0950-061810.1016/j.conbuildmat.2012.08.032http://dx.doi.org/10.1016/j.conbuildmat.2012.08.032info: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:RCAAP2023-07-21T12:06:16Zoai:repositorium.sdum.uminho.pt:1822/21505Portal AgregadorONGhttps://www.rcaap.pt/oai/openaireopendoar:71602024-03-19T18:56:53.914020Repositório 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 |
Capacity interaction in brick masonry under simultaneous in-plane and out-of-plane loads |
title |
Capacity interaction in brick masonry under simultaneous in-plane and out-of-plane loads |
spellingShingle |
Capacity interaction in brick masonry under simultaneous in-plane and out-of-plane loads Najafgholipour, M. A. Masonry Brick wall In-plane shear Out-of-plane bending Capacity interaction Seismic response Science & Technology |
title_short |
Capacity interaction in brick masonry under simultaneous in-plane and out-of-plane loads |
title_full |
Capacity interaction in brick masonry under simultaneous in-plane and out-of-plane loads |
title_fullStr |
Capacity interaction in brick masonry under simultaneous in-plane and out-of-plane loads |
title_full_unstemmed |
Capacity interaction in brick masonry under simultaneous in-plane and out-of-plane loads |
title_sort |
Capacity interaction in brick masonry under simultaneous in-plane and out-of-plane loads |
author |
Najafgholipour, M. A. |
author_facet |
Najafgholipour, M. A. Maheri, M. R. Lourenço, Paulo B. |
author_role |
author |
author2 |
Maheri, M. R. Lourenço, Paulo B. |
author2_role |
author author |
dc.contributor.none.fl_str_mv |
Universidade do Minho |
dc.contributor.author.fl_str_mv |
Najafgholipour, M. A. Maheri, M. R. Lourenço, Paulo B. |
dc.subject.por.fl_str_mv |
Masonry Brick wall In-plane shear Out-of-plane bending Capacity interaction Seismic response Science & Technology |
topic |
Masonry Brick wall In-plane shear Out-of-plane bending Capacity interaction Seismic response Science & Technology |
description |
A considerable number of numerical and experimental studies, carried out to-date to investigate the behaviour of masonry walls under seismic loading, have considered the in-plane or the out-of-plane response of the wall separately without due consideration for any possible interaction between the two responses. In this paper, the results of a series of tests with different levels of simultaneous in-plane shear and out-of-plane bending actions on small brick walls are presented. The tests results indicate noticeable interaction between the in-plane shear and out-of-plane bending strengths of brick walls. Test results are also used to validate representing numerical models of wall panels. The combined in-plane/out-of-plane capacity interaction in full-scale walls having different aspect ratios is then investigated using these numerical models. It is found that the wall aspect ratio highly influences the interaction level, which must be considered in masonry design. |
publishDate |
2013 |
dc.date.none.fl_str_mv |
2013 2013-01-01T00:00:00Z |
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/1822/21505 |
url |
http://hdl.handle.net/1822/21505 |
dc.language.iso.fl_str_mv |
eng |
language |
eng |
dc.relation.none.fl_str_mv |
0950-0618 10.1016/j.conbuildmat.2012.08.032 http://dx.doi.org/10.1016/j.conbuildmat.2012.08.032 |
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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1799132356569726976 |