A Quantitative Investigation on the Effects of Flexure-Dominated Reinforced Concrete Column Characteristics on the Dissipated Energy

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dc.contributor.authorMüderrisoğlu Z.
dc.contributor.authorDindar A.A.
dc.contributor.authorBozer A.
dc.contributor.authorÖzkaynak H.
dc.contributor.authorGüllü A.
dc.contributor.authorGüngör B.
dc.contributor.authorÇalim F.
dc.date.accessioned2024-03-13T10:01:13Z
dc.date.available2024-03-13T10:01:13Z
dc.date.issued2024
dc.departmentİstanbul Beykent Üniversitesien_US
dc.description.abstractThis paper presents the effects of fundamental member and loading parameters on total dissipated energy capacity of RC columns in a quantitative way by using an experimental database. Specifically, concrete compressive strength, yield strength of reinforcing bars; shear span-to-depth ratio, reinforcement ratios; peak drift ratio, and axial load ratio, are considered as influencing factors. Pearson’s correlation coefficients are utilized as dependency indicators to construct a correlation matrix where the effect of each factor on dissipated energy level is quantified. Results show that the effective factors among selected features are peak drift ratio, transverse reinforcement volumetric ratios of a member, and yield strength of rebars whereas the heaviest influencing factors are the first two. © 2024, Turkish Chamber of Civil Engineers. All rights reserved.en_US
dc.description.sponsorship121M713; Türkiye Bilimsel ve Teknolojik Araştırma Kurumu, TÜBİTAKen_US
dc.description.sponsorshipThis work has been funded and supported by the Scientific and Technological Research Council of Türkiye, (TÜBİTAK, Turkish Research Foundation), Project ID: 121M713. This support is greatly acknowledged.en_US
dc.identifier.doi10.18400/tjce.1272125
dc.identifier.endpage102en_US
dc.identifier.issn2822-6836
dc.identifier.issue2en_US
dc.identifier.scopus2-s2.0-85186763619en_US
dc.identifier.scopusqualityQ3en_US
dc.identifier.startpage87en_US
dc.identifier.trdizinid1281157
dc.identifier.urihttps://doi.org/10.18400/tjce.1272125
dc.identifier.urihttps://hdl.handle.net/20.500.12662/3057
dc.identifier.volume35en_US
dc.identifier.wosWOS:001180317800004
dc.identifier.wosqualityN/Aen_US
dc.indekslendigikaynakScopusen_US
dc.language.isoenen_US
dc.publisherTurkish Chamber of Civil Engineersen_US
dc.relation.ispartofTurkish Journal of Civil Engineeringen_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/openAccessen_US
dc.subjectcorrelation levelsen_US
dc.subjectdissipated energy capacityen_US
dc.subjectEnergy-based designen_US
dc.subjectreinforced concrete columnsen_US
dc.titleA Quantitative Investigation on the Effects of Flexure-Dominated Reinforced Concrete Column Characteristics on the Dissipated Energyen_US
dc.typeArticleen_US

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