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Numerical validation of the experimental cyclic response of RC frames

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Summary:In this paper is estimated the numerical cyclic response of RC frames with and without masonry infill’s through a simplified nonlinear analysis using a commercial finite element method (FEM) package. The numerical model is based on the experiments carried out in the National Laboratory of Civil Engineering (LNEC) and the numerical and experimental results are compared to assess the accuracy of the simplified analysis for the bare frame and for the infill frame. To take into account the highly nonlinear behaviour of reinforced concrete (RC) frames due to large deformations, a numerical model based on the inelastic hinge method is used with a higher complexity of the hinge constitutive laws, which allows verifying the suitability of every hinge model to the experimental results.
Main Authors:Braz-César, Manuel
Other Authors:Oliveira, Daniel V.; Barros, Rui
Subject:Infill RC frames Cyclic response of RC frames
Year:2008
Country:Portugal
Document type:conference paper
Access type:open access
Associated institution:Instituto Politécnico de Bragança
Language:English
Origin:Biblioteca Digital do IPB
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author Braz-César, Manuel
author2 Oliveira, Daniel V.
Barros, Rui
author2_role author
author
author_facet Braz-César, Manuel
Oliveira, Daniel V.
Barros, Rui
author_role author
contributor_name_str_mv Biblioteca Digital do IPB
country_str PT
creators_json_txt [{\"Person.name\":\"Braz-César, Manuel\",\"Person.identifier.orcid\":\"0000-0001-5640-0714\"},{\"Person.name\":\"Oliveira, Daniel V.\"},{\"Person.name\":\"Barros, Rui\"}]
datacite.contributors.contributor.contributorName.fl_str_mv Biblioteca Digital do IPB
datacite.creators.creator.creatorName.fl_str_mv Braz-César, Manuel
Oliveira, Daniel V.
Barros, Rui
datacite.date.Accepted.fl_str_mv 2008-01-01T00:00:00Z
datacite.date.available.fl_str_mv 2010-02-04T18:41:47Z
datacite.date.embargoed.fl_str_mv 2010-02-04T18:41:47Z
datacite.rights.fl_str_mv http://purl.org/coar/access_right/c_abf2
datacite.subjects.subject.fl_str_mv Infill RC frames
Cyclic response of RC frames
datacite.titles.title.fl_str_mv Numerical validation of the experimental cyclic response of RC frames
dc.contributor.none.fl_str_mv Biblioteca Digital do IPB
dc.creator.none.fl_str_mv Braz-César, Manuel
Oliveira, Daniel V.
Barros, Rui
dc.date.Accepted.fl_str_mv 2008-01-01T00:00:00Z
dc.date.available.fl_str_mv 2010-02-04T18:41:47Z
dc.date.embargoed.fl_str_mv 2010-02-04T18:41:47Z
dc.format.none.fl_str_mv application/pdf
dc.identifier.none.fl_str_mv http://hdl.handle.net/10198/1713
dc.language.none.fl_str_mv eng
dc.publisher.none.fl_str_mv Saxe-Coburg Publications
dc.rights.none.fl_str_mv http://purl.org/coar/access_right/c_abf2
dc.subject.none.fl_str_mv Infill RC frames
Cyclic response of RC frames
dc.title.fl_str_mv Numerical validation of the experimental cyclic response of RC frames
dc.type.none.fl_str_mv http://purl.org/coar/resource_type/c_5794
description In this paper is estimated the numerical cyclic response of RC frames with and without masonry infill’s through a simplified nonlinear analysis using a commercial finite element method (FEM) package. The numerical model is based on the experiments carried out in the National Laboratory of Civil Engineering (LNEC) and the numerical and experimental results are compared to assess the accuracy of the simplified analysis for the bare frame and for the infill frame. To take into account the highly nonlinear behaviour of reinforced concrete (RC) frames due to large deformations, a numerical model based on the inelastic hinge method is used with a higher complexity of the hinge constitutive laws, which allows verifying the suitability of every hinge model to the experimental results.
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eu_rights_str_mv openAccess
format conferencePaper
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identifier.url.fl_str_mv http://hdl.handle.net/10198/1713
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institution Instituto Politécnico de Bragança
instname_str Instituto Politécnico de Bragança
language eng
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network_name_str Biblioteca Digital do IPB
oai_identifier_str oai:bibliotecadigital.ipb.pt:10198/1713
organization_str_mv urn:organizationAcronym:ipb
person_str_mv Braz-César, Manuel
Braz-César, Manuel
https://www.ciencia-id.pt/5C10-B764-22E3
5C10-B764-22E3
http://orcid.org/0000-0001-5640-0714
0000-0001-5640-0714
Oliveira, Daniel V.
Barros, Rui
publishDate 2008
publisher.none.fl_str_mv Saxe-Coburg Publications
reponame_str Biblioteca Digital do IPB
repository_id_str urn:repositoryAcronym:ipb
service_str_mv urn:repositoryAcronym:ipb
spelling engSaxe-Coburg PublicationsptIn this paper is estimated the numerical cyclic response of RC frames with and without masonry infill’s through a simplified nonlinear analysis using a commercial finite element method (FEM) package. The numerical model is based on the experiments carried out in the National Laboratory of Civil Engineering (LNEC) and the numerical and experimental results are compared to assess the accuracy of the simplified analysis for the bare frame and for the infill frame. To take into account the highly nonlinear behaviour of reinforced concrete (RC) frames due to large deformations, a numerical model based on the inelastic hinge method is used with a higher complexity of the hinge constitutive laws, which allows verifying the suitability of every hinge model to the experimental results.application/pdfptNumerical validation of the experimental cyclic response of RC framesPersonalBraz-César, ManuelDSpacehttp://dspace.org/items/a99f08f6-5b97-4571-a6e4-07dee53fb527DSpacehttp://dspace.org/items/a99f08f6-5b97-4571-a6e4-07dee53fb527Braz-CésarManuelCiência IDhttps://www.ciencia-id.pt5C10-B764-22E3ORCIDhttp://orcid.org0000-0001-5640-0714Scopus Author IDhttps://www.scopus.com53663179600Oliveira, Daniel V.Barros, RuiHostingInstitutionOrganizationalBiblioteca Digital do IPBe-mailmailto:dspace@ipb.ptdspace@ipb.ptISBNIsPartOf978-1-874672-39-52010-02-04T18:41:47Z20082008-01-01T00:00:00ZHandlehttp://hdl.handle.net/10198/1713http://purl.org/coar/access_right/c_abf2open accessInfill RC framesCyclic response of RC frames362961 bytesother research producthttp://purl.org/coar/resource_type/c_5794conference paperhttp://purl.org/coar/access_right/c_abf2application/pdffulltexthttps://bibliotecadigital.ipb.pt/bitstreams/8bd4580e-1344-4087-8543-5f889078a7f4/downloadTrends in Computational Structures Technology267291Stirlingshire, UK
spellingShingle Numerical validation of the experimental cyclic response of RC frames
Braz-César, Manuel
Infill RC frames
Cyclic response of RC frames
status SINGLETON
subject.fl_str_mv Infill RC frames
Cyclic response of RC frames
title Numerical validation of the experimental cyclic response of RC frames
title_full Numerical validation of the experimental cyclic response of RC frames
title_fullStr Numerical validation of the experimental cyclic response of RC frames
title_full_unstemmed Numerical validation of the experimental cyclic response of RC frames
title_short Numerical validation of the experimental cyclic response of RC frames
title_sort Numerical validation of the experimental cyclic response of RC frames
topic Infill RC frames
Cyclic response of RC frames
topic_facet Infill RC frames
Cyclic response of RC frames
url http://hdl.handle.net/10198/1713
visible 1