Possibilities and comparison of structural component models for the seismic assessment of modern unreinforced masonry buildings

Detalhes bibliográficos
Autor(a) principal: Marques, Rui Filipe Pedreira
Data de Publicação: 2011
Outros Autores: Lourenço, Paulo B.
Tipo de documento: Artigo
Idioma: eng
Título da fonte: Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos)
Texto Completo: http://hdl.handle.net/1822/14480
Resumo: This paper addresses the possibilities of structural component models for the seismic assessment of masonry buildings using pushover analysis. The ultimate goal is to allow efficient design of new unreinforced masonry buildings in seismic areas. Different modelling strategies are presented and the implementation of a simple design tool based on structural component models is described in detail. The different approaches are applied to a two-storey building with regular plan and elevation, allowing for a comparison between them. The results indicate that macro-modelling using structural component models and pushover analysis are adequate approaches for the seismic assessment and design of unreinforced masonry buildings, as the tools require very low computational resources, allow easy interpretation of results and provide satisfactory accuracy.
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spelling Possibilities and comparison of structural component models for the seismic assessment of modern unreinforced masonry buildingsMasonrySeismic assessmentMacro-modellingStructural component modelsPushover analysisBenchmarkingScience & TechnologyThis paper addresses the possibilities of structural component models for the seismic assessment of masonry buildings using pushover analysis. The ultimate goal is to allow efficient design of new unreinforced masonry buildings in seismic areas. Different modelling strategies are presented and the implementation of a simple design tool based on structural component models is described in detail. The different approaches are applied to a two-storey building with regular plan and elevation, allowing for a comparison between them. The results indicate that macro-modelling using structural component models and pushover analysis are adequate approaches for the seismic assessment and design of unreinforced masonry buildings, as the tools require very low computational resources, allow easy interpretation of results and provide satisfactory accuracy.ElsevierUniversidade do MinhoMarques, Rui Filipe PedreiraLourenço, Paulo B.20112011-01-01T00:00:00Zinfo:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/articleapplication/pdfhttp://hdl.handle.net/1822/14480eng0045-794910.1016/j.compstruc.2011.05.021http://dx.doi.org/10.1016/j.compstruc.2011.05.021info: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:RCAAP2023-07-21T12:51:04Zoai:repositorium.sdum.uminho.pt:1822/14480Portal AgregadorONGhttps://www.rcaap.pt/oai/openaireopendoar:71602024-03-19T19:49:54.076285Repositório 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 Possibilities and comparison of structural component models for the seismic assessment of modern unreinforced masonry buildings
title Possibilities and comparison of structural component models for the seismic assessment of modern unreinforced masonry buildings
spellingShingle Possibilities and comparison of structural component models for the seismic assessment of modern unreinforced masonry buildings
Marques, Rui Filipe Pedreira
Masonry
Seismic assessment
Macro-modelling
Structural component models
Pushover analysis
Benchmarking
Science & Technology
title_short Possibilities and comparison of structural component models for the seismic assessment of modern unreinforced masonry buildings
title_full Possibilities and comparison of structural component models for the seismic assessment of modern unreinforced masonry buildings
title_fullStr Possibilities and comparison of structural component models for the seismic assessment of modern unreinforced masonry buildings
title_full_unstemmed Possibilities and comparison of structural component models for the seismic assessment of modern unreinforced masonry buildings
title_sort Possibilities and comparison of structural component models for the seismic assessment of modern unreinforced masonry buildings
author Marques, Rui Filipe Pedreira
author_facet Marques, Rui Filipe Pedreira
Lourenço, Paulo B.
author_role author
author2 Lourenço, Paulo B.
author2_role author
dc.contributor.none.fl_str_mv Universidade do Minho
dc.contributor.author.fl_str_mv Marques, Rui Filipe Pedreira
Lourenço, Paulo B.
dc.subject.por.fl_str_mv Masonry
Seismic assessment
Macro-modelling
Structural component models
Pushover analysis
Benchmarking
Science & Technology
topic Masonry
Seismic assessment
Macro-modelling
Structural component models
Pushover analysis
Benchmarking
Science & Technology
description This paper addresses the possibilities of structural component models for the seismic assessment of masonry buildings using pushover analysis. The ultimate goal is to allow efficient design of new unreinforced masonry buildings in seismic areas. Different modelling strategies are presented and the implementation of a simple design tool based on structural component models is described in detail. The different approaches are applied to a two-storey building with regular plan and elevation, allowing for a comparison between them. The results indicate that macro-modelling using structural component models and pushover analysis are adequate approaches for the seismic assessment and design of unreinforced masonry buildings, as the tools require very low computational resources, allow easy interpretation of results and provide satisfactory accuracy.
publishDate 2011
dc.date.none.fl_str_mv 2011
2011-01-01T00:00:00Z
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/1822/14480
url http://hdl.handle.net/1822/14480
dc.language.iso.fl_str_mv eng
language eng
dc.relation.none.fl_str_mv 0045-7949
10.1016/j.compstruc.2011.05.021
http://dx.doi.org/10.1016/j.compstruc.2011.05.021
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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