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Bond-slip effect in the assessment of RC structures subjected to seismic actions

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dc.contributor.authorLobo, Paulo Silva
dc.contributor.authorAlmeida, João
dc.contributor.authorGuerreiro, Luís
dc.date.accessioned2023-11-14T11:37:49Z
dc.date.available2023-11-14T11:37:49Z
dc.date.issued2015
dc.description.abstractThe effect of bond-slip in the assessment of reinforced concrete structures under static or dynamic cyclic loads with numerical models may be significant. Its relevance is discussed in this paper, by analysis of the correlation of experimental and analytical results. The latter were obtained with a perfect bond-based model and with a fiber-section beam-column model which makes it possible to consider the effect of bond-slip in the vicinity of exterior as well of interior joints of reinforced concrete frame structures. The experimental results consist of a shaking table test of a reinforced concrete frame, with predominant flexural condition, in agreement with the premisses of this research. The model with bond-slip was capable of predicting the structural behaviour in a very satisfactory manner. Furthermore, the results of the assessment including bond-slip are significantly more accurate than those assuming perfect bond.pt_PT
dc.description.versioninfo:eu-repo/semantics/publishedVersionpt_PT
dc.identifier.citationLobo, P. S., Almeida, J., & Guerreiro, L. (2015). Bond-slip effect in the assessment of RC structures subjected to seismic actions. Procedia Engineering, 114, 792-799.pt_PT
dc.identifier.doi10.1016/j.proeng.2015.08.028pt_PT
dc.identifier.urihttp://hdl.handle.net/10400.13/5377
dc.language.isoengpt_PT
dc.peerreviewedyespt_PT
dc.publisherElsevierpt_PT
dc.rights.urihttp://creativecommons.org/licenses/by-nc-nd/4.0/pt_PT
dc.subjectReinforced concretept_PT
dc.subjectBond-slippt_PT
dc.subjectFiber-section modelpt_PT
dc.subjectNonlinear dynamic analysispt_PT
dc.subjectSeismic assessmentpt_PT
dc.subject.pt_PT
dc.subjectFaculdade de Ciências Exatas e da Engenhariapt_PT
dc.titleBond-slip effect in the assessment of RC structures subjected to seismic actionspt_PT
dc.typejournal article
dspace.entity.typePublication
oaire.citation.endPage799pt_PT
oaire.citation.startPage792pt_PT
oaire.citation.titleProcedia Engineeringpt_PT
oaire.citation.volume114pt_PT
person.familyNameCamacho da Silva Lobo
person.givenNamePaulo Renato
person.identifier.ciencia-id0B12-4CA4-B7EC
person.identifier.orcid0000-0002-0512-2440
rcaap.rightsopenAccesspt_PT
rcaap.typearticlept_PT
relation.isAuthorOfPublication0461b7ff-e7a2-48b0-a3ad-4d60dd6c1b0f
relation.isAuthorOfPublication.latestForDiscovery0461b7ff-e7a2-48b0-a3ad-4d60dd6c1b0f

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