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Cyclic response of a reinforced concrete frame: comparison of experimental results with different hysteretic models

dc.contributor.authorFolhento, Pedro Leonel Pamplona
dc.contributor.authorBraz-César, Manuel
dc.contributor.authorBarros, Rui
dc.date.accessioned2022-03-04T14:31:16Z
dc.date.available2022-03-04T14:31:16Z
dc.date.issued2021
dc.description.abstractAn accurate hysteresis model is fundamental to well capture the non-linearity phenomena occurring in structural and non-structural elements in building structures, that are usually made of reinforced concrete or steel materials. In this sense, this paper aims to numerically estimate through simplified non-linear analyses, the cyclic response of a reinforced concrete frame using different hysteretic models present in the literature. A commercial Finite Element Method package is used to carry out most of the simulations using polygonal hysteretic models and a fiber model, and additionally, a MATLAB script is developed to use a smooth hysteresis model. The experimental data is based on the experiments carried out in the Laboratório Nacional de Engenharia Civil, Portugal. The numerical outcomes are further compared with the experimental result to evaluate the accuracy of the simplified analysis based on the lumped plasticity or plastic hinge method for the reinforced concrete bare frame. Results show that the tetralinear Takeda’s model fits closely the experimental hysteresis loops. The fiber model can well capture the hysteresis behavior, though it requires knowledge and expertise on parameter calibration. Sivaselvan and Reinhorn’s smooth hysteresis model was able to satisfactorily reproduce the actual non-linear cyclic behavior of the RC frame structure in a global way.pt_PT
dc.description.sponsorshipThis paper is within the scope of the first author’s Ph.D. degree in progress, financially supported by the Portuguese Foundation for Science and Technology (FCT) through the PhD grant reference SFRH/BD/139570/2018 under the programme POCH (N2020-P2020) and subsidized by the European Social Fund (FSE) and national funds from MCTES. This work was financially supported by: Base Funding- UIDB/04708/2020 of the CONSTRUCT-Instituto de I&D em Estruturas e Construções-funded by national funds through the FCT/MCTES (PIDDAC).pt_PT
dc.description.versioninfo:eu-repo/semantics/publishedVersionpt_PT
dc.identifier.citationFolhento, Pedro; Braz-César, M.T.; Barros, Rui (2021). Cyclic response of a reinforced concrete frame: Comparison of experimental results with different hysteretic models. AIMS Materials Science. ISSN 2372-0484. 8:6, p. 917-931pt_PT
dc.identifier.doi10.3934/matersci.2021056pt_PT
dc.identifier.issn2372-0484
dc.identifier.urihttp://hdl.handle.net/10198/25163
dc.language.isoengpt_PT
dc.peerreviewedyespt_PT
dc.relationThe Effect of Shear-flexure Interaction in Infilled Walls for Study of Building Pounding: Analytical Comparison and Parametric Sensitivity
dc.relationInstitute of R&D in Structures and Construction
dc.rights.urihttp://creativecommons.org/licenses/by/4.0/pt_PT
dc.subjectCyclic responsept_PT
dc.subjectReinforced concretept_PT
dc.subjectNon-linear analysispt_PT
dc.subjectHysteresis modelspt_PT
dc.subjectOptimizationpt_PT
dc.titleCyclic response of a reinforced concrete frame: comparison of experimental results with different hysteretic modelspt_PT
dc.typejournal article
dspace.entity.typePublication
oaire.awardTitleThe Effect of Shear-flexure Interaction in Infilled Walls for Study of Building Pounding: Analytical Comparison and Parametric Sensitivity
oaire.awardTitleInstitute of R&D in Structures and Construction
oaire.awardURIinfo:eu-repo/grantAgreement/FCT//SFRH%2FBD%2F139570%2F2018/PT
oaire.awardURIinfo:eu-repo/grantAgreement/FCT/6817 - DCRRNI ID/UIDB%2F04708%2F2020/PT
oaire.citation.endPage931pt_PT
oaire.citation.issue6pt_PT
oaire.citation.startPage917pt_PT
oaire.citation.titleAIMS Materials Sciencept_PT
oaire.citation.volume8pt_PT
oaire.fundingStream6817 - DCRRNI ID
person.familyNameBraz-César
person.givenNameManuel
person.identifier.ciencia-id5C10-B764-22E3
person.identifier.orcid0000-0001-5640-0714
person.identifier.scopus-author-id53663179600
project.funder.identifierhttp://doi.org/10.13039/501100001871
project.funder.identifierhttp://doi.org/10.13039/501100001871
project.funder.nameFundação para a Ciência e a Tecnologia
project.funder.nameFundação para a Ciência e a Tecnologia
rcaap.rightsopenAccesspt_PT
rcaap.typearticlept_PT
relation.isAuthorOfPublicationa99f08f6-5b97-4571-a6e4-07dee53fb527
relation.isAuthorOfPublication.latestForDiscoverya99f08f6-5b97-4571-a6e4-07dee53fb527
relation.isProjectOfPublication6a052378-b32d-45b9-b865-f7c9170b8bf7
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