Please use this identifier to cite or link to this item: http://earsiv.odu.edu.tr:8080/xmlui/handle/11489/4816
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dc.contributor.authorOzturk, Hasan Tahsin-
dc.contributor.authorTurkeli, Erdem-
dc.date.accessioned2024-03-20T13:48:30Z-
dc.date.available2024-03-20T13:48:30Z-
dc.date.issued2019-
dc.identifier.citationÖztürk, HT., Türkeli, E. (2019). Optimum Design of Rc Retaining Walls with Key Section using Jaya Algorithm. J. Polytech., 22(2), 283-291. https://doi.org/10.2339/politeknik.432031en_US
dc.identifier.issn1302-0900-
dc.identifier.issn2147-9429-
dc.identifier.urihttp://dx.doi.org/10.2339/politeknik.432031-
dc.identifier.urihttps://www.webofscience.com/wos/woscc/full-record/WOS:000462172000004-
dc.identifier.urihttp://earsiv.odu.edu.tr:8080/xmlui/handle/11489/4816-
dc.descriptionWoS Categories: Engineering, Multidisciplinaryen_US
dc.descriptionWeb of Science Index: Emerging Sources Citation Index (ESCI)en_US
dc.descriptionResearch Areas: Engineeringen_US
dc.description.abstractIn the traditional design process, the design starts with preliminary dimensions that may change by using engineering intuition after unfulfillment of necessary design conditions. By this way, the design is renewed with the new dimensions determined. In this process, when designing a structure that provides enough durability, stability, ductility and stiffness, the design is not going to go beyond trial-and-error especially for a more economical structure. However, the ever-decreasing supply of resources and the increase in environmental pollution require the structures to be designed with minimum cost or emission. The main purpose of this study is to perform minimum cost or CO2 emission design of a reinforced concrete console retaining wall with a key section at the bottom by using JAYA algorithm. There are 12 design variables utilized in this optimization process. The design variables are related to the wall dimensions and reinforcement placed at the various regions of the wall. The design problem has a total of 25 constraints that are related with the slip, overturning, bearing capacity and overall dimensions of the wall, dimension check of the cross section and the amount of reinforcement. In the optimum design of the numerical example given in this study, the effect of the magnitude of the surcharge load and the effect of the parameters of the soil behind the wall on the minimum cost and CO2 emission design of the wall is investigated.en_US
dc.language.isoengen_US
dc.publisherGAZI UNIV-ANKARAen_US
dc.relation.isversionof10.2339/politeknik.432031en_US
dc.rightsinfo:eu-repo/semantics/openAccessen_US
dc.subjectOptimization, retaining wall, jaya algorithmen_US
dc.subjectCOST DESIGN, OPTIMIZATIONen_US
dc.titleOptimum Design of Rc Retaining Walls with Key Section using Jaya Algorithmen_US
dc.typearticleen_US
dc.relation.journalJOURNAL OF POLYTECHNIC-POLITEKNIK DERGISIen_US
dc.contributor.departmentOrdu Üniversitesien_US
dc.contributor.authorID0000-0001-8479-9451en_US
dc.identifier.volume22en_US
dc.identifier.issue2en_US
dc.identifier.startpage283en_US
dc.identifier.endpage291en_US
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