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dc.contributor.authorFaytarouni, Mahmoud
dc.contributor.authorŞeker, Onur
dc.contributor.authorAkbaş, Bülent
dc.contributor.authorShen, Jay
dc.date.accessioned2019-05-21T14:16:49Z
dc.date.available2019-05-21T14:16:49Z
dc.date.issued2019
dc.identifier.citationFaytarouni, M., Seker, O., Akbas, B., & Shen, J. (May 20, 2019). Impact of introducing semi-rigid moment frames on seismic response of braced frames. Interdependence between Structural Engineering and Construction Management.en_US
dc.identifier.urihttps://hdl.handle.net/20.500.11779/1086
dc.identifier.urihttps://doi.org/10.14455/isec.res.2019.88en_US
dc.description.abstractMaximum seismic inelastic drift demand in a steel building with braced frames as primary seismic-force-resisting (SFR) system tends to concentrate in few stories without considering inherent participation of designed gravity-force-resisting (GFR) system in actual structural stiffness and strength. The influence of GFR system on stiffness and strength can be taken into account by considering the composite action in beam-to-column shear connections that exist in modern steel building construction to form actual semi-rigid moment-resisting frames. Therefore, modeling semi-rigid moment frames as an equivalent to the GFR system in braced frame buildings could be utilized as a representative to the strength provided by gravity frames. This paper presents a seismic evaluation of a six-story chevron braced frame, with and without semi-rigid moment frame. Four different cases are investigated under a set of ground motions and results are discussed in terms of story drift distribution along the height. The results pointed out that the current findings lay a foundation to conduct further investigation on the seismic performance of braced frames as designed SFR system together with GFR system.en_US
dc.language.isoengen_US
dc.publisher2019 ISEC 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.subjectBraced frameen_US
dc.subjectSemi-rigid moment frameen_US
dc.subjectPushover analysisen_US
dc.subjectNon-linear time history analysisen_US
dc.subjectSeismic drift demanden_US
dc.titleImpact of introducing semi-rigid moment frames on seismic response of braced framesen_US
dc.typeconferenceObjecten_US
dc.departmentMühendislik Fakültesi, İnşaat Mühendisliği Bölümüen_US
dc.relation.publicationcategoryKonferans Öğesi - Uluslararası - Kurum Öğretim Elemanıen_US
dc.description.scopusid2-s2.0-85087229011en_US
dc.contributor.institutionauthorŞeker, Onur
dc.identifier.doi10.14455/isec.res.2019.88en_US
dc.identifier.scopusqualityN/Aen_US


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