Comparative efficiency analysis of different nonlinear modelling strategies to simulate the biaxial response of RC columns

Detalhes bibliográficos
Autor(a) principal: Hugo Rodrigues
Data de Publicação: 2012
Outros Autores: Humberto Varum, António Arêde, Aníbal Costa
Tipo de documento: Artigo
Idioma: eng
Título da fonte: Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos)
Texto Completo: https://repositorio-aberto.up.pt/handle/10216/69586
Resumo: The performance of different nonlinear modelling strategies to simulate the response of RC columns subjected to axial load combined with cyclic biaxial horizontal loading is compared. The models studied are classified into two categories according to the nonlinearity distribution assumed in the elements: lumped-plasticity and distributed inelasticity. For this study, results of tests on 24 columns subjected to cyclic uniaxial and biaxial lateral displacements were numerically reproduced. The analyses show that the global envelope response is satisfactorily represented with the three modelling strategies, but significant differences were found in the strength degradation for higher drift demands and energy dissipation.
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spelling Comparative efficiency analysis of different nonlinear modelling strategies to simulate the biaxial response of RC columnsEngenharia estrutural, Engenharia civilStructural engineering, Civil engineeringThe performance of different nonlinear modelling strategies to simulate the response of RC columns subjected to axial load combined with cyclic biaxial horizontal loading is compared. The models studied are classified into two categories according to the nonlinearity distribution assumed in the elements: lumped-plasticity and distributed inelasticity. For this study, results of tests on 24 columns subjected to cyclic uniaxial and biaxial lateral displacements were numerically reproduced. The analyses show that the global envelope response is satisfactorily represented with the three modelling strategies, but significant differences were found in the strength degradation for higher drift demands and energy dissipation.20122012-01-01T00:00:00Zinfo:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/articleapplication/pdfhttps://repositorio-aberto.up.pt/handle/10216/69586eng1671-366410.1007/s11803-012-0141-1Hugo RodriguesHumberto VarumAntónio ArêdeAníbal Costainfo: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:RCAAP2023-11-29T14:59:36Zoai:repositorio-aberto.up.pt:10216/69586Portal AgregadorONGhttps://www.rcaap.pt/oai/openaireopendoar:71602024-03-20T00:13:12.447080Repositório 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 Comparative efficiency analysis of different nonlinear modelling strategies to simulate the biaxial response of RC columns
title Comparative efficiency analysis of different nonlinear modelling strategies to simulate the biaxial response of RC columns
spellingShingle Comparative efficiency analysis of different nonlinear modelling strategies to simulate the biaxial response of RC columns
Hugo Rodrigues
Engenharia estrutural, Engenharia civil
Structural engineering, Civil engineering
title_short Comparative efficiency analysis of different nonlinear modelling strategies to simulate the biaxial response of RC columns
title_full Comparative efficiency analysis of different nonlinear modelling strategies to simulate the biaxial response of RC columns
title_fullStr Comparative efficiency analysis of different nonlinear modelling strategies to simulate the biaxial response of RC columns
title_full_unstemmed Comparative efficiency analysis of different nonlinear modelling strategies to simulate the biaxial response of RC columns
title_sort Comparative efficiency analysis of different nonlinear modelling strategies to simulate the biaxial response of RC columns
author Hugo Rodrigues
author_facet Hugo Rodrigues
Humberto Varum
António Arêde
Aníbal Costa
author_role author
author2 Humberto Varum
António Arêde
Aníbal Costa
author2_role author
author
author
dc.contributor.author.fl_str_mv Hugo Rodrigues
Humberto Varum
António Arêde
Aníbal Costa
dc.subject.por.fl_str_mv Engenharia estrutural, Engenharia civil
Structural engineering, Civil engineering
topic Engenharia estrutural, Engenharia civil
Structural engineering, Civil engineering
description The performance of different nonlinear modelling strategies to simulate the response of RC columns subjected to axial load combined with cyclic biaxial horizontal loading is compared. The models studied are classified into two categories according to the nonlinearity distribution assumed in the elements: lumped-plasticity and distributed inelasticity. For this study, results of tests on 24 columns subjected to cyclic uniaxial and biaxial lateral displacements were numerically reproduced. The analyses show that the global envelope response is satisfactorily represented with the three modelling strategies, but significant differences were found in the strength degradation for higher drift demands and energy dissipation.
publishDate 2012
dc.date.none.fl_str_mv 2012
2012-01-01T00:00:00Z
dc.type.status.fl_str_mv info:eu-repo/semantics/publishedVersion
dc.type.driver.fl_str_mv info:eu-repo/semantics/article
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status_str publishedVersion
dc.identifier.uri.fl_str_mv https://repositorio-aberto.up.pt/handle/10216/69586
url https://repositorio-aberto.up.pt/handle/10216/69586
dc.language.iso.fl_str_mv eng
language eng
dc.relation.none.fl_str_mv 1671-3664
10.1007/s11803-012-0141-1
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dc.format.none.fl_str_mv application/pdf
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