The optimization of multi-storey composite steel frames with genetic algorithm including dynamic constraints

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dc.authorid56652140200
dc.authorid56652327500
dc.contributor.authorArtar M.
dc.contributor.authorDalo?lu A.
dc.date.accessioned20.04.201910:49:12
dc.date.accessioned2019-04-20T21:44:01Z
dc.date.available20.04.201910:49:12
dc.date.available2019-04-20T21:44:01Z
dc.date.issued2015
dc.departmentBayburt Üniversitesien_US
dc.description.abstractOptimum design of the structures, in other words designing the structures with minimum weight is one of the major research areas in structural engineering. The priority during optimization process is to ensure whether the necessary conditions are satisfied or not. In this study, the optimization of steel frame systems is carried out for traditional and dynamic constraints by using a genetic algorithm that mimics the biological processes. The stress constraints are determined according to TS648-Turkish code for design and construction of steel structures. Furthermore, displacement constrains are considered in the optimization procedure. In addition, natural frequencies are incorporated as dynamic constraints. Optimum design of multi-story plane frames is obtained and comparisons with the results of previous studies are made. The same design processes are repeated for the case of frames with composite beams. A program is coded in MATLAB to carry out all these applications. Results obtained in the study for the frame systems are also verified by SAP2000. It is concluded that the weight of the frames with composite beams are fewer and the dynamic constraints affect the design.en_US
dc.identifier.endpage7098
dc.identifier.issn1300-3453
dc.identifier.issue2
dc.identifier.scopus2-s2.0-84929646298en_US
dc.identifier.scopusqualityN/Aen_US
dc.identifier.startpage7077
dc.identifier.urihttps://hdl.handle.net/20.500.12403/746
dc.identifier.volume26
dc.indekslendigikaynakScopusen_US
dc.language.isotren_US
dc.publisherTurkish Chamber of Civil Engineers
dc.relation.ispartofTeknik Dergi/Technical Journal of Turkish Chamber of Civil Engineersen_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectComposite beam
dc.subjectDynamic constraint
dc.subjectGenetic algorithm
dc.subjectSteel frame
dc.subjectAlgorithms
dc.subjectApplication programs
dc.subjectBioinformatics
dc.subjectComposite beams and girders
dc.subjectDesign
dc.subjectGenetic algorithms
dc.subjectMATLAB
dc.subjectSteel construction
dc.subjectStructural frames
dc.subjectBiological process
dc.subjectComposite beam
dc.subjectComposite steel
dc.subjectDesign and construction
dc.subjectDynamic constraints
dc.subjectOptimization procedures
dc.subjectSteel frame
dc.subjectStress constraints
dc.subjectShape optimization
dc.subjectComposite beam
dc.subjectDynamic constraint
dc.subjectGenetic algorithm
dc.subjectSteel frame
dc.subjectAlgorithms
dc.subjectApplication programs
dc.subjectBioinformatics
dc.subjectComposite beams and girders
dc.subjectDesign
dc.subjectGenetic algorithms
dc.subjectMATLAB
dc.subjectSteel construction
dc.subjectStructural frames
dc.subjectBiological process
dc.subjectComposite beam
dc.subjectComposite steel
dc.subjectDesign and construction
dc.subjectDynamic constraints
dc.subjectOptimization procedures
dc.subjectSteel frame
dc.subjectStress constraints
dc.subjectShape optimization
dc.titleThe optimization of multi-storey composite steel frames with genetic algorithm including dynamic constraintsen_US
dc.typeArticleen_US

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