Cyclic loading tests of sub-standard RC frames retrofitted with buckling restrained braces and elastic steel frames

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dc.authorscopusid56298044100
dc.authorscopusid56644197500
dc.authorscopusid35273908700
dc.authorscopusid35072822300
dc.authorscopusid55681917700
dc.authorscopusid8546771000
dc.authorscopusid36694338100
dc.contributor.authorFujishita, K.
dc.contributor.authorBal, A.
dc.contributor.authorSütçü, F.
dc.contributor.authorMatsui, R.
dc.contributor.authorTerashima, M.
dc.contributor.authorÇelik, O.C.
dc.contributor.authorTakeuchi, T.
dc.date.accessioned2022-05-11T14:26:38Z
dc.date.available2022-05-11T14:26:38Z
dc.date.issued2016
dc.departmentFakülteler, Çorlu Mühendislik Fakültesi, İnşaat Mühendisliği Bölümü
dc.description.abstractStrength and stiffness of panel and joint in non-diaphragm CHS-column to H-beam connection were experimentally investigated Herein, the panel means the cylindrical stub circumscribed by outer planes of the beam and the column, and the joint means the butt seam between the column wall and the beam end. Two types of specimen were tested: one is an X-shaped frame whose panel is subjected to shear, and the other is a 3-point bending specimen whose panel is free from shear. In result, the joint strength and stiffness are well predicted by the previously proposed formulae irrespective of the existence of shear in the panel, and the panel strength and stiffness are also well predicted by the well known formulae given for diaphragm connections. This suggests that the interaction between panel and joint of the non-diaphragm connection can be ignored in structural design.
dc.description.sponsorshipJapan Society for the Promotion of Science, JSPS: 15J10631
dc.identifier.doi10.3130/aijs.81.1575
dc.identifier.endpage1584
dc.identifier.issn1340-4202
dc.identifier.issue727en_US
dc.identifier.scopus2-s2.0-84989851757
dc.identifier.scopusqualityQ1
dc.identifier.startpage1575
dc.identifier.urihttps://doi.org/10.3130/aijs.81.1575
dc.identifier.urihttps://hdl.handle.net/20.500.11776/6524
dc.identifier.volume81
dc.indekslendigikaynakScopus
dc.institutionauthorSütçü, F.
dc.language.isoen
dc.publisherArchitectural Institute of Japan
dc.relation.ispartofJournal of Structural and Construction Engineering
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/openAccess
dc.subjectBeam-to-column connection
dc.subjectCHS
dc.subjectJoint
dc.subjectNon-diaphragm
dc.subjectPanel
dc.subjectStrength and stiffness
dc.subjectDiaphragms
dc.subjectJoints (structural components)
dc.subjectStiffness
dc.subjectStructural design
dc.subject3-point bending specimens
dc.subjectBeam connections
dc.subjectBeam-to-column connections
dc.subjectBuckling restrained braces
dc.subjectCyclic loading test
dc.subjectNon diaphragms
dc.subjectPanel
dc.subjectStrength and stiffness
dc.subjectCyclic loads
dc.titleCyclic loading tests of sub-standard RC frames retrofitted with buckling restrained braces and elastic steel frames
dc.typeArticle

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