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Optimum Design of Rc Retaining Walls with Key Section using Jaya Algorithm

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dc.contributor.author Ozturk, Hasan Tahsin
dc.contributor.author Turkeli, Erdem
dc.date.accessioned 2024-03-20T13:48:30Z
dc.date.available 2024-03-20T13:48:30Z
dc.date.issued 2019
dc.identifier.citation Öztürk, 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.432031 en_US
dc.identifier.issn 1302-0900
dc.identifier.issn 2147-9429
dc.identifier.uri http://dx.doi.org/10.2339/politeknik.432031
dc.identifier.uri https://www.webofscience.com/wos/woscc/full-record/WOS:000462172000004
dc.identifier.uri http://earsiv.odu.edu.tr:8080/xmlui/handle/11489/4816
dc.description WoS Categories: Engineering, Multidisciplinary en_US
dc.description Web of Science Index: Emerging Sources Citation Index (ESCI) en_US
dc.description Research Areas: Engineering en_US
dc.description.abstract In 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.iso eng en_US
dc.publisher GAZI UNIV-ANKARA en_US
dc.relation.isversionof 10.2339/politeknik.432031 en_US
dc.rights info:eu-repo/semantics/openAccess en_US
dc.subject Optimization, retaining wall, jaya algorithm en_US
dc.subject COST DESIGN, OPTIMIZATION en_US
dc.title Optimum Design of Rc Retaining Walls with Key Section using Jaya Algorithm en_US
dc.type article en_US
dc.relation.journal JOURNAL OF POLYTECHNIC-POLITEKNIK DERGISI en_US
dc.contributor.department Ordu Üniversitesi en_US
dc.contributor.authorID 0000-0001-8479-9451 en_US
dc.identifier.volume 22 en_US
dc.identifier.issue 2 en_US
dc.identifier.startpage 283 en_US
dc.identifier.endpage 291 en_US


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