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

Basit öğe sayfası
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.contributor.ituauthorSütcü, Fatih
dc.contributor.ituauthorÇelik, Oğuz Cem
dc.date.accessioned2026-01-24T23:35:35Z
dc.date.issued2016-01-01
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.abstractJapan Society for the Promotion of Science, JSPS: 15J10631
dc.description.urihttps://doi.org/10.3130/aijs.81.1575
dc.description.urihttps://www.jstage.jst.go.jp/article/aijs/81/727/81_1575/_pdf
dc.description.urihttps://dx.doi.org/10.3130/aijs.81.1575
dc.description.urihttps://hdl.handle.net/20.500.11776/6524
dc.identifier.doi10.3130/aijs.81.1575
dc.identifier.eissn1881-8153
dc.identifier.endpage1584
dc.identifier.issn1340-4202
dc.identifier.openairedoi_dedup___::3553fac2a19c97f79e1c23311c9bcd26
dc.identifier.orcid0000-0003-3305-928x
dc.identifier.orcid0000-0002-7997-9842
dc.identifier.orcid0000-0002-3841-2540
dc.identifier.orcid0000-0001-9448-2562
dc.identifier.startpage1575
dc.identifier.urihttps://hdl.handle.net/11527/39537
dc.identifier.volume81
dc.language.isoeng
dc.publisherArchitectural Institute of Japan
dc.relation.ispartofJournal of Structural and Construction Engineering (Transactions of AIJ)
dc.rightsOPEN
dc.subjectCHS
dc.subjectBuckling restrained braces
dc.subjectCyclic loading test
dc.subjectBeam-to-column connection
dc.subjectStiffness
dc.subjectpoint bending specimens
dc.subjectJoint
dc.subjectDiaphragms
dc.subjectBeam-to-column connections
dc.subjectStructural design
dc.subjectPanel
dc.subjectBeam connections
dc.subjectStrength and stiffness
dc.subjectCyclic loads
dc.subjectNon diaphragms
dc.subjectNon-diaphragm
dc.subjectJoints (structural components)
dc.titleCyclic loading tests of sub-standard rc frames retrofitted with buckling restrained braces and elastic steel frames
dc.typeArticle
dspace.entity.typePublication
person.identifier.orcid0000-0002-7997-9842
person.identifier.orcid0000-0001-9448-2562

Dosyalar

Koleksiyonlar

Yayınlar