Genetic-Programming-Based Modeling of RC Beam Torsional Strength

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dc.contributor.authorÇevik, Abdülkadir
dc.contributor.authorArslan, Musa Hakan
dc.contributor.authorKöroğlu, Mehmet Alpaslan
dc.date.accessioned2020-03-26T17:48:56Z
dc.date.available2020-03-26T17:48:56Z
dc.date.issued2010
dc.departmentSelçuk Üniversitesien_US
dc.description.abstractThis study investigates the use of Genetic Programming (GP) to model Reinforced Concrete (RC) beam torsional strength. Experimental data of 76 rectangular RC beams from an existing database were used to develop the GP model. The following input parameters, which affect torsional strength, were selected: beam cross-sectional area, closed stirrup dimensions, stirrup spacing, closed stirrup cross-sectional area of one leg, stirrup and longitudinal reinforcement yield strength, stirrup steel ratio, longitudinal reinforcement steel ratio and concrete compressive strength. Moreover, a short review of well-known building codes in relation to the design of RC beams under pure torsion is presented. The accuracy of the codes in predicting the RC beam torsional strength was also compared with the proposed GP model using the same test data. The study concludes that the proposed GP model predicts RC beam torsional strength more accurately than building codes.en_US
dc.description.sponsorshipGaziantep University Research project UnitGaziantep University; Selcuk University BAP Office (SU-BAP)Selcuk Universityen_US
dc.description.sponsorshipThis research was supported by Gaziantep University Research project Unit and Selcuk University BAP Office (SU-BAP).en_US
dc.identifier.citationÇevik, A., Arslan, M. H., Köroğlu, M. A., (2010). Genetic-Programming-Based Modeling of RC Beam Torsional Strength. KSCE Journal of Civil Engineering, 14(3), 371-384. DOI: 10.1007/s12205-010-0371-6
dc.identifier.doi10.1007/s12205-010-0371-6en_US
dc.identifier.endpage384en_US
dc.identifier.issn1226-7988en_US
dc.identifier.issue3en_US
dc.identifier.scopusqualityQ2en_US
dc.identifier.startpage371en_US
dc.identifier.urihttps://dx.doi.org/10.1007/s12205-010-0371-6
dc.identifier.urihttps://hdl.handle.net/20.500.12395/24964
dc.identifier.volume14en_US
dc.identifier.wosWOS:000277430900013en_US
dc.identifier.wosqualityQ3en_US
dc.indekslendigikaynakWeb of Scienceen_US
dc.indekslendigikaynakScopusen_US
dc.institutionauthorArslan, Musa Hakan
dc.institutionauthorKöroğlu, Mehmet Alpaslan
dc.language.isoenen_US
dc.publisherSPRINGERen_US
dc.relation.ispartofKSCE Journal of Civil Engineeringen_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/openAccessen_US
dc.selcuk20240510_oaigen_US
dc.subjectReinforced Concrete Beamen_US
dc.subjectGenetic Programmingen_US
dc.subjectTorsional Strengthen_US
dc.subjectBuilding Codeen_US
dc.titleGenetic-Programming-Based Modeling of RC Beam Torsional Strengthen_US
dc.typeArticleen_US

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