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

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dc.contributor.authorMuderrisoglu, Ziya
dc.contributor.authorDindar, Ahmet Anıl
dc.contributor.authorBozer, Ali
dc.contributor.authorOzkaynak, Hasan
dc.contributor.authorGullu, Ahmet
dc.contributor.authorGungor, Bilal
dc.contributor.authorCalim, Furkan
dc.date.accessioned2025-10-29T11:09:50Z
dc.date.issued2024
dc.departmentFakülteler, Mühendislik Fakültesi, İnşaat Bölümü
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 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
dc.description.sponsorshipScientific and Technological Research Council of Turkiye, (TUBITAK, Turkish Research Foundation) [121M713]
dc.description.sponsorshipThis work has been funded and supported by the Scientific and Technological Research Council of Turkiye, (TUBITAK, Turkish Research Foundation), Project ID: 121M713. This support is greatly acknowledged.
dc.identifier.doi10.18400/tjce.1272125
dc.identifier.endpage102
dc.identifier.issn2822-6836
dc.identifier.issue2
dc.identifier.orcid0000-0001-8365-9553
dc.identifier.orcid0000-0001-6678-9372
dc.identifier.orcid0000-0003-2880-7669
dc.identifier.orcid0000-0003-3168-8322
dc.identifier.orcid0000-0002-3632-2605
dc.identifier.orcid0000-0002-7018-0479
dc.identifier.scopus2-s2.0-85186763619
dc.identifier.scopusqualityQ3
dc.identifier.startpage87
dc.identifier.trdizinid1281157
dc.identifier.urihttps://doi.org/10.18400/tjce.1272125
dc.identifier.urihttps://search.trdizin.gov.tr/tr/yayin/detay/1281157
dc.identifier.urihttps://hdl.handle.net/20.500.14854/6018
dc.identifier.volume35
dc.identifier.wosWOS:001180317800004
dc.identifier.wosqualityQ4
dc.indekslendigikaynakWeb of Science
dc.indekslendigikaynakScopus
dc.indekslendigikaynakTR-Dizin
dc.language.isoen
dc.publisherTurkish Chamber Civil Engineers
dc.relation.ispartofTurkish Journal of Civil Engineering
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı
dc.rightsinfo:eu-repo/semantics/openAccess
dc.snmzKA_WOS_20251020
dc.titleA Quantitative Investigation on the Effects of Flexure-Dominated Reinforced Concrete Column Characteristics on the Dissipated Energy
dc.typeArticle

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