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Influence of the SMA Constitutive Model on the Response of Structures

dc.contributor.authorNunes, Pedro
dc.contributor.authorLobo, Paulo Silva
dc.date.accessioned2023-11-16T11:32:32Z
dc.date.available2023-11-16T11:32:32Z
dc.date.issued2017
dc.description.abstractStrong earthquakes may impose significant displacements in structures, which can result in excessive displacements at structural joints. Previous numerical studies have shown that the recentring capability of shape memory alloys (SMA) can be applied to limit joint openings and maximum longitudinal displacements. However, these studies do not focus on the influence of the SMA constitutive model adopted on the estimated displacements. A sensitivity analysis was performed using simplified two-degree-of-freedom models, which represent two-frame reinforced concrete bridges with various ratios of natural periods of vibration, connected by SMA bars. These models were implemented in a MATLAB based program for nonlinear dynamic analysis. The obtained results show that the relative displacements are more sensitive to the SMA model than the absolute displacements.pt_PT
dc.description.versioninfo:eu-repo/semantics/publishedVersionpt_PT
dc.identifier.citationNunes, P., & Lobo, P. S. (2017). Influence of the SMA Constitutive Model on the Response of Structures. Procedia Structural Integrity, 5, 187-194.pt_PT
dc.identifier.doi10.1016/j.prostr.2017.07.098pt_PT
dc.identifier.urihttp://hdl.handle.net/10400.13/5387
dc.language.isoengpt_PT
dc.peerreviewedyespt_PT
dc.publisherElsevierpt_PT
dc.rights.urihttp://creativecommons.org/licenses/by-nc-nd/4.0/pt_PT
dc.subjectSuperelastic SMApt_PT
dc.subjectUniaxial modelspt_PT
dc.subjectKinetic lawpt_PT
dc.subjectStructural jointpt_PT
dc.subjectRelative displacementpt_PT
dc.subject.pt_PT
dc.subjectFaculdade de Ciências Exatas e da Engenhariapt_PT
dc.titleInfluence of the SMA Constitutive Model on the Response of Structurespt_PT
dc.typejournal article
dspace.entity.typePublication
oaire.citation.endPage194pt_PT
oaire.citation.startPage187pt_PT
oaire.citation.titleProcedia Structural Integritypt_PT
oaire.citation.volume5pt_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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