On the seismic behavior of masonry infilled frame structures

Detalhes bibliográficos
Autor(a) principal: Dias-Oliveira, João
Data de Publicação: 2022
Outros Autores: Rodrigues, Hugo, Asteris, Panagiotis G., Varum, Humberto
Tipo de documento: Artigo
Idioma: eng
Título da fonte: Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos)
Texto Completo: http://hdl.handle.net/10773/35020
Resumo: Infilled frames are usually modelled in the context of global building analysis using simplified procedures without considering the aspects resulting from the interaction between the panel and the frame. Other aspects, such as adequate design of the floor beams and the beam-columns’ joints, and control of potential sliding shear failure of the columns, that significantly affect the structural response, are also typically not accounted for. In the present work it is intended to look over the literature to evaluate the state of the art regarding the lessons learn from recent earthquakes, the evolution of the structural codes considering the infill masonry panels, and how this influences the evolution of the numerical models and the experimental works to overcome the existent gaps.
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spelling On the seismic behavior of masonry infilled frame structuresEarthquake engineeringNumerical modellingExperimental workInfill masonry wallsRC framesInfilled frames are usually modelled in the context of global building analysis using simplified procedures without considering the aspects resulting from the interaction between the panel and the frame. Other aspects, such as adequate design of the floor beams and the beam-columns’ joints, and control of potential sliding shear failure of the columns, that significantly affect the structural response, are also typically not accounted for. In the present work it is intended to look over the literature to evaluate the state of the art regarding the lessons learn from recent earthquakes, the evolution of the structural codes considering the infill masonry panels, and how this influences the evolution of the numerical models and the experimental works to overcome the existent gaps.MDPI2022-10-27T15:05:58Z2022-01-01T00:00:00Z2022info:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/articleapplication/pdfhttp://hdl.handle.net/10773/35020eng2075-530910.3390/buildings12081146Dias-Oliveira, JoãoRodrigues, HugoAsteris, Panagiotis G.Varum, Humbertoinfo: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:RCAAP2024-02-22T12:06:37Zoai:ria.ua.pt:10773/35020Portal AgregadorONGhttps://www.rcaap.pt/oai/openaireopendoar:71602024-03-20T03:05:48.441970Repositório 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 On the seismic behavior of masonry infilled frame structures
title On the seismic behavior of masonry infilled frame structures
spellingShingle On the seismic behavior of masonry infilled frame structures
Dias-Oliveira, João
Earthquake engineering
Numerical modelling
Experimental work
Infill masonry walls
RC frames
title_short On the seismic behavior of masonry infilled frame structures
title_full On the seismic behavior of masonry infilled frame structures
title_fullStr On the seismic behavior of masonry infilled frame structures
title_full_unstemmed On the seismic behavior of masonry infilled frame structures
title_sort On the seismic behavior of masonry infilled frame structures
author Dias-Oliveira, João
author_facet Dias-Oliveira, João
Rodrigues, Hugo
Asteris, Panagiotis G.
Varum, Humberto
author_role author
author2 Rodrigues, Hugo
Asteris, Panagiotis G.
Varum, Humberto
author2_role author
author
author
dc.contributor.author.fl_str_mv Dias-Oliveira, João
Rodrigues, Hugo
Asteris, Panagiotis G.
Varum, Humberto
dc.subject.por.fl_str_mv Earthquake engineering
Numerical modelling
Experimental work
Infill masonry walls
RC frames
topic Earthquake engineering
Numerical modelling
Experimental work
Infill masonry walls
RC frames
description Infilled frames are usually modelled in the context of global building analysis using simplified procedures without considering the aspects resulting from the interaction between the panel and the frame. Other aspects, such as adequate design of the floor beams and the beam-columns’ joints, and control of potential sliding shear failure of the columns, that significantly affect the structural response, are also typically not accounted for. In the present work it is intended to look over the literature to evaluate the state of the art regarding the lessons learn from recent earthquakes, the evolution of the structural codes considering the infill masonry panels, and how this influences the evolution of the numerical models and the experimental works to overcome the existent gaps.
publishDate 2022
dc.date.none.fl_str_mv 2022-10-27T15:05:58Z
2022-01-01T00:00:00Z
2022
dc.type.status.fl_str_mv info:eu-repo/semantics/publishedVersion
dc.type.driver.fl_str_mv info:eu-repo/semantics/article
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status_str publishedVersion
dc.identifier.uri.fl_str_mv http://hdl.handle.net/10773/35020
url http://hdl.handle.net/10773/35020
dc.language.iso.fl_str_mv eng
language eng
dc.relation.none.fl_str_mv 2075-5309
10.3390/buildings12081146
dc.rights.driver.fl_str_mv info:eu-repo/semantics/openAccess
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dc.publisher.none.fl_str_mv MDPI
publisher.none.fl_str_mv MDPI
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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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