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dc.contributor.authorFaytarouni, Mahmoud
dc.contributor.authorŞeker, Onur
dc.contributor.authorAkbaş, Bülent
dc.contributor.authorShen, Jay
dc.date.accessioned2019-05-21T14:22:36Z
dc.date.available2019-05-21T14:22:36Z
dc.date.issued2019
dc.identifier.citationFaytarouni, M., Seker, O., Akbas, B., & Shen, J. (May 20, 2019). Seismic evaluation of square hss braces in scbf using regression analysis. Interdependence between Structural Engineering and Construction Management.en_US
dc.identifier.isbn9780996043762
dc.identifier.urihttps://hdl.handle.net/20.500.11779/1087
dc.identifier.urihttps://doi.org/10.14455/isec.res.2019.149en_US
dc.description.abstractSince the 1990s, structural engineering practice geared toward the use of hollow structural sections (HSS), notably square HSS, for their economy, and ease of design and construction. According to the AISC Seismic Provisions, during a severe earthquake, these braces could undergo post-buckling axial deformations 10 to 20 times their yielding deformation. However, recent experimental studies indicate that braces made of square HSS, depending on their size, width-to-thickness, and slenderness ratio, are vulnerable to fracture even prior to 10. Therefore, relying on past experimental studies comprised of a few square HSS specimens to develop seismic requirements for SCBF with square HSS could lead to underestimation of the seismic risk. This paper aims to evaluate the fracture risk of braces in existing SCBFs designed in accordance with AISC 341-05 and AISC 341-16 through incremental dynamic analyses (IDA) along with experimentally developed regression model that estimates fracture.en_US
dc.language.isoengen_US
dc.publisherISEC Pressen_US
dc.relation.ispartofInterdependence between Structural Engineering and Construction Managementen_US
dc.rightsinfo:eu-repo/semantics/openAccessen_US
dc.rights.urihttp://creativecommons.org/publicdomain/zero/1.0/*
dc.subjectSeismic risken_US
dc.subjectIncremental dynamic analysisen_US
dc.subjectDuctility capacity and demanden_US
dc.subjectFractureen_US
dc.titleSeismic evaluation of square HSS braces in SCBF using regression analysisen_US
dc.typeconferenceObjecten_US
dc.departmentMühendislik Fakültesi, İnşaat Mühendisliği Bölümüen_US
dc.relation.publicationcategoryKonferans Öğesi - Uluslararası - Kurum Öğretim Elemanıen_US
dc.description.scopusid2-s2.0-85088773557en_US
dc.contributor.institutionauthorŞeker, Onur
dc.identifier.doi10.14455/isec.res.2019.149en_US
dc.identifier.scopusqualityN/Aen_US


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