Seismic Performance Evaluation of Reinforced Concrete Moment Frames with Gravity Columns

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dc.authoridBozer, Ali/0000-0002-3632-2605
dc.authoridAkbas, Bulent/0000-0003-4846-750X
dc.authoridSeker, Onur/0000-0002-5463-7977
dc.contributor.authorAkbas, Bulent
dc.contributor.authorDoran, Bilge
dc.contributor.authorBozer, Ali
dc.contributor.authorSeker, Onur
dc.contributor.authorFaytarouni, Mahmoud
dc.contributor.authorShen, Jay
dc.date.accessioned2025-02-24T17:18:33Z
dc.date.available2025-02-24T17:18:33Z
dc.date.issued2020
dc.departmentFakülteler, Mühendislik Fakültesi, İnşaat Mühendisliği Bölümü
dc.description.abstractMoment frames with gravity columns in reinforced concrete (RC) buildings have been used extensively for the last decade in the United States. Unlike traditional beam-column-slab structures, they provide some advantages in terms of construction time and architectural and economical aspects in design process. The system consists of gravity-only columns resting directly on slabs and seismic force-resisting moment frames. Reinforced concrete special moment frames in two principal directions are typically placed at the perimeter as a lateral force-resisting system. Even though the design procedure is similar to that used with steel special moment frames, there is generally no column at the corner of the plan in such buildings so as to avoid biaxial bending. This paper investigates the contribution of gravity-only columns to inelastic seismic response of low- and high-rise RC special moment frames. For this purpose, nonlinear dynamic time history analyses are carried out on 5- and 15-story RC buildings designed with current design specifications subjected to design-level earthquake ground motions. Seismic performance evaluation was also carried out through nonlinear dynamic time history analyses. (c) 2020 American Society of Civil Engineers.
dc.identifier.doi10.1061/(ASCE)SC.1943-5576.0000472
dc.identifier.issn1084-0680
dc.identifier.issn1943-5576
dc.identifier.issue2
dc.identifier.scopus2-s2.0-85079761298
dc.identifier.scopusqualityQ1
dc.identifier.urihttps://doi.org/10.1061/(ASCE)SC.1943-5576.0000472
dc.identifier.urihttps://hdl.handle.net/20.500.14440/739
dc.identifier.volume25
dc.identifier.wosWOS:000521112200001
dc.identifier.wosqualityN/A
dc.indekslendigikaynakWeb of Science
dc.indekslendigikaynakScopus
dc.language.isoen
dc.publisherAsce-Amer Soc Civil Engineers
dc.relation.ispartofPractice Periodical on Structural Design and Construction
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı
dc.rightsinfo:eu-repo/semantics/closedAccess
dc.snmzKA_WOS_20250201
dc.subjectReinforced concrete moment frame design
dc.subjectGravity columns
dc.subjectNonlinear dynamic analysis
dc.subjectPlastic deformation
dc.subjectFailure mechanism
dc.subjectStrain-based performance evaluation
dc.titleSeismic Performance Evaluation of Reinforced Concrete Moment Frames with Gravity Columns
dc.typeArticle

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