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Retrofit of non-seismically designed beam-column joints by post-tensioned superelastic shape memory alloy bars

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dc.contributor.authorTunaboyu, Onur
dc.contributor.authorAvşar, Özgür
dc.contributor.authorÖzgür Avşar
dc.contributor.orcid0000-0002-8128-0141
dc.contributor.orcid0000-0001-6858-4290
dc.contributor.orcid0000-0001-7246-9631
dc.date.accessioned2025-11-13T09:56:54Z
dc.date.issued2018-02-06
dc.identifier.doihttps://doi.org/10.1007/s10518-018-0323-y
dc.identifier.endpage5307
dc.identifier.issn1570-761X
dc.identifier.issue11
dc.identifier.openalexW2793666523
dc.identifier.startpage5279
dc.identifier.urihttps://hdl.handle.net/11421/2688
dc.identifier.urihttps://doi.org/10.1007/s10518-018-0323-y
dc.identifier.volume16
dc.language.isoen
dc.relation.ispartofBulletin of Earthquake Engineering
dc.rightsrestrictedAccess
dc.subjectStructural engineering
dc.subjectSMA*
dc.subjectJoint (building)
dc.subjectShape-memory alloy
dc.subjectBrittleness
dc.subjectMaterials science
dc.subjectShear (geology)
dc.subjectBeam (structure)
dc.subjectTension (geology)
dc.subjectUltimate tensile strength
dc.subjectEngineering
dc.subjectComposite material
dc.subjectComputer science
dc.subject.sdg11
dc.titleRetrofit of non-seismically designed beam-column joints by post-tensioned superelastic shape memory alloy bars
dc.typeArticle
dspace.entity.typePublication
local.authorid.openalexA5025467603
local.authorid.openalexA5043167052

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