Nonlinear analysis of RC structure with massive infill wall exposed to shake table

Detalhes bibliográficos
Autor(a) principal: Onat, Onur
Data de Publicação: 2016
Outros Autores: Lourenço, Paulo B., Kocak, Ali
Tipo de documento: Artigo
Idioma: eng
Título da fonte: Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos)
Texto Completo: http://hdl.handle.net/1822/44923
Resumo: This study aims to present nonlinear time history analysis results of double leaf cavity wall (DLCW) reinforced concrete structure exposed to shake table tests. Simulation of the model was done by a Finite Element (FE) program. Shake table experiment was performed at the National Civil Engineering Laboratory in Lisbon, Portugal. The results of the experiment was compared with numeric DLCW model and numeric model of reinforced concrete structure with unreinforced masonry wall (URM). Both DLCW and URM models have two bays and two stories. Dimensions of the tested structure and finite element models are 1:1.5 scaled according to Cauchy Froude similitude law. The URM model has no experimental results but the purpose is to compare us performance level with the DLCW model. Results of the analysis were compared with experimental response and were evaluated according to ASCE/SEI 41-06 code.
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spelling Nonlinear analysis of RC structure with massive infill wall exposed to shake tableInfill wallNonlinear time history analysis;Finite elementShake tableEngenharia e Tecnologia::Engenharia CivilScience & TechnologyThis study aims to present nonlinear time history analysis results of double leaf cavity wall (DLCW) reinforced concrete structure exposed to shake table tests. Simulation of the model was done by a Finite Element (FE) program. Shake table experiment was performed at the National Civil Engineering Laboratory in Lisbon, Portugal. The results of the experiment was compared with numeric DLCW model and numeric model of reinforced concrete structure with unreinforced masonry wall (URM). Both DLCW and URM models have two bays and two stories. Dimensions of the tested structure and finite element models are 1:1.5 scaled according to Cauchy Froude similitude law. The URM model has no experimental results but the purpose is to compare us performance level with the DLCW model. Results of the analysis were compared with experimental response and were evaluated according to ASCE/SEI 41-06 code.Techno PressUniversidade do MinhoOnat, OnurLourenço, Paulo B.Kocak, Ali20162016-01-01T00:00:00Zinfo:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/articleapplication/pdfhttp://hdl.handle.net/1822/44923engOnat, O., Lourenco, P. B., & Kocak, A. (2016). Nonlinear analysis of RC structure with massive infill wall exposed to shake table. Earthquakes and Structures, 10(4), 811-828. doi: 10.12989/eas.2016.10.4.8112092-76142092-762210.12989/eas.2016.10.4.811info: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:RCAAP2023-07-21T11:57:15Zoai:repositorium.sdum.uminho.pt:1822/44923Portal AgregadorONGhttps://www.rcaap.pt/oai/openaireopendoar:71602024-03-19T18:46:53.792108Repositório 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 Nonlinear analysis of RC structure with massive infill wall exposed to shake table
title Nonlinear analysis of RC structure with massive infill wall exposed to shake table
spellingShingle Nonlinear analysis of RC structure with massive infill wall exposed to shake table
Onat, Onur
Infill wall
Nonlinear time history analysis;
Finite element
Shake table
Engenharia e Tecnologia::Engenharia Civil
Science & Technology
title_short Nonlinear analysis of RC structure with massive infill wall exposed to shake table
title_full Nonlinear analysis of RC structure with massive infill wall exposed to shake table
title_fullStr Nonlinear analysis of RC structure with massive infill wall exposed to shake table
title_full_unstemmed Nonlinear analysis of RC structure with massive infill wall exposed to shake table
title_sort Nonlinear analysis of RC structure with massive infill wall exposed to shake table
author Onat, Onur
author_facet Onat, Onur
Lourenço, Paulo B.
Kocak, Ali
author_role author
author2 Lourenço, Paulo B.
Kocak, Ali
author2_role author
author
dc.contributor.none.fl_str_mv Universidade do Minho
dc.contributor.author.fl_str_mv Onat, Onur
Lourenço, Paulo B.
Kocak, Ali
dc.subject.por.fl_str_mv Infill wall
Nonlinear time history analysis;
Finite element
Shake table
Engenharia e Tecnologia::Engenharia Civil
Science & Technology
topic Infill wall
Nonlinear time history analysis;
Finite element
Shake table
Engenharia e Tecnologia::Engenharia Civil
Science & Technology
description This study aims to present nonlinear time history analysis results of double leaf cavity wall (DLCW) reinforced concrete structure exposed to shake table tests. Simulation of the model was done by a Finite Element (FE) program. Shake table experiment was performed at the National Civil Engineering Laboratory in Lisbon, Portugal. The results of the experiment was compared with numeric DLCW model and numeric model of reinforced concrete structure with unreinforced masonry wall (URM). Both DLCW and URM models have two bays and two stories. Dimensions of the tested structure and finite element models are 1:1.5 scaled according to Cauchy Froude similitude law. The URM model has no experimental results but the purpose is to compare us performance level with the DLCW model. Results of the analysis were compared with experimental response and were evaluated according to ASCE/SEI 41-06 code.
publishDate 2016
dc.date.none.fl_str_mv 2016
2016-01-01T00:00:00Z
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/1822/44923
url http://hdl.handle.net/1822/44923
dc.language.iso.fl_str_mv eng
language eng
dc.relation.none.fl_str_mv Onat, O., Lourenco, P. B., & Kocak, A. (2016). Nonlinear analysis of RC structure with massive infill wall exposed to shake table. Earthquakes and Structures, 10(4), 811-828. doi: 10.12989/eas.2016.10.4.811
2092-7614
2092-7622
10.12989/eas.2016.10.4.811
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 Techno Press
publisher.none.fl_str_mv Techno Press
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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