Pushover analysis and failure pattern of a typical masonry residential building in Bosnia and Herzegovina
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/1822/26346 |
Resumo: | The paper discusses the behavior of a typical masonry building in Bosnia and Herzegovina built in the 50’s without any seismic guidelines. A global numerical model of the building has been built and masonry material has been simulated as nonlinear. Additionally, calculations done with a "less" sophisticated model are in a good correlation with the finite element method (FEM) calculations. It was able to "grasp" the damage pattern; not as detailed as in the FEM calculations, but still quite good. On the basis of this it may be concluded that in this case calculation with Frame by Macro Elements (FME) program could be recommended for future analysis of this type of structures, having quite good results with a less computation time. However, in the need for more precise results FEM should be utilized. |
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Pushover analysis and failure pattern of a typical masonry residential building in Bosnia and HerzegovinaMasonryNonlinear analysisB&H residential masonry buildingsPushoverFinite element methodEquivalent frame methodB&H residential masonry buildingsScience & TechnologyThe paper discusses the behavior of a typical masonry building in Bosnia and Herzegovina built in the 50’s without any seismic guidelines. A global numerical model of the building has been built and masonry material has been simulated as nonlinear. Additionally, calculations done with a "less" sophisticated model are in a good correlation with the finite element method (FEM) calculations. It was able to "grasp" the damage pattern; not as detailed as in the FEM calculations, but still quite good. On the basis of this it may be concluded that in this case calculation with Frame by Macro Elements (FME) program could be recommended for future analysis of this type of structures, having quite good results with a less computation time. However, in the need for more precise results FEM should be utilized.ElsevierUniversidade do MinhoAdemović, NaidaMustafa, HrasnicaOliveira, Daniel V.20132013-01-01T00:00:00Zinfo:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/articleapplication/pdfhttp://hdl.handle.net/1822/26346eng0141-029610.1016/j.engstruct.2012.11.031http://dx.doi.org/10.1016/j.engstruct.2012.11.031info: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:RCAAP2023-07-21T12:28:46Zoai:repositorium.sdum.uminho.pt:1822/26346Portal AgregadorONGhttps://www.rcaap.pt/oai/openaireopendoar:71602024-03-19T19:23:38.242391Repositório 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 |
Pushover analysis and failure pattern of a typical masonry residential building in Bosnia and Herzegovina |
title |
Pushover analysis and failure pattern of a typical masonry residential building in Bosnia and Herzegovina |
spellingShingle |
Pushover analysis and failure pattern of a typical masonry residential building in Bosnia and Herzegovina Ademović, Naida Masonry Nonlinear analysis B&H residential masonry buildings Pushover Finite element method Equivalent frame method B&H residential masonry buildings Science & Technology |
title_short |
Pushover analysis and failure pattern of a typical masonry residential building in Bosnia and Herzegovina |
title_full |
Pushover analysis and failure pattern of a typical masonry residential building in Bosnia and Herzegovina |
title_fullStr |
Pushover analysis and failure pattern of a typical masonry residential building in Bosnia and Herzegovina |
title_full_unstemmed |
Pushover analysis and failure pattern of a typical masonry residential building in Bosnia and Herzegovina |
title_sort |
Pushover analysis and failure pattern of a typical masonry residential building in Bosnia and Herzegovina |
author |
Ademović, Naida |
author_facet |
Ademović, Naida Mustafa, Hrasnica Oliveira, Daniel V. |
author_role |
author |
author2 |
Mustafa, Hrasnica Oliveira, Daniel V. |
author2_role |
author author |
dc.contributor.none.fl_str_mv |
Universidade do Minho |
dc.contributor.author.fl_str_mv |
Ademović, Naida Mustafa, Hrasnica Oliveira, Daniel V. |
dc.subject.por.fl_str_mv |
Masonry Nonlinear analysis B&H residential masonry buildings Pushover Finite element method Equivalent frame method B&H residential masonry buildings Science & Technology |
topic |
Masonry Nonlinear analysis B&H residential masonry buildings Pushover Finite element method Equivalent frame method B&H residential masonry buildings Science & Technology |
description |
The paper discusses the behavior of a typical masonry building in Bosnia and Herzegovina built in the 50’s without any seismic guidelines. A global numerical model of the building has been built and masonry material has been simulated as nonlinear. Additionally, calculations done with a "less" sophisticated model are in a good correlation with the finite element method (FEM) calculations. It was able to "grasp" the damage pattern; not as detailed as in the FEM calculations, but still quite good. On the basis of this it may be concluded that in this case calculation with Frame by Macro Elements (FME) program could be recommended for future analysis of this type of structures, having quite good results with a less computation time. However, in the need for more precise results FEM should be utilized. |
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/1822/26346 |
url |
http://hdl.handle.net/1822/26346 |
dc.language.iso.fl_str_mv |
eng |
language |
eng |
dc.relation.none.fl_str_mv |
0141-0296 10.1016/j.engstruct.2012.11.031 http://dx.doi.org/10.1016/j.engstruct.2012.11.031 |
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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1799132711693058048 |