Optimum design of steel frames with semi-rigid connections and composite beams

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dc.authorid56652140200
dc.authorid56652327500
dc.contributor.authorArtar M.
dc.contributor.authorDalo?lu A.T.
dc.date.accessioned20.04.201910:49:12
dc.date.accessioned2019-04-20T21:43:59Z
dc.date.available20.04.201910:49:12
dc.date.available2019-04-20T21:43:59Z
dc.date.issued2015
dc.departmentBayburt Üniversitesien_US
dc.description.abstractIn this paper, an optimization process using Genetic Algorithm (GA) that mimics biological processes is presented for optimum design of planar frames with semi-rigid connections by selecting suitable standard sections from a specified list taken from American Institute of Steel Construction (AISC). The stress constraints as indicated in AISC-LRFD (American Institute of Steel Construction - Load and Resistance Factor Design), maximum lateral displacement constraints and geometric constraints are considered for optimum design. Two different planar frames with semi-rigid connections taken from the literature are carried out first without considering concrete slab effects in finite element analyses and the results are compared with the ones available in literature. The same optimization procedures are then repeated for full and semi rigid planar frames with composite (steel and concrete) beams. A program is developed in MATLAB for all optimization procedures. Results obtained from this study proved that consideration of the contribution of the concrete on the behavior of the floor beams provides lighter planar frames. © 2015 Techno-Press, Ltd.en_US
dc.identifier.doi10.12989/sem.2015.55.2.299
dc.identifier.endpage313
dc.identifier.issn1225-4568
dc.identifier.issue2
dc.identifier.scopus2-s2.0-84938253562en_US
dc.identifier.scopusqualityQ2en_US
dc.identifier.startpage299
dc.identifier.urihttps://dx.doi.org/10.12989/sem.2015.55.2.299
dc.identifier.urihttps://hdl.handle.net/20.500.12403/735
dc.identifier.volume55
dc.identifier.wosWOS:000360301100004en_US
dc.identifier.wosqualityQ3en_US
dc.indekslendigikaynakWeb of Scienceen_US
dc.indekslendigikaynakScopusen_US
dc.language.isoenen_US
dc.publisherTechno Press
dc.relation.ispartofStructural Engineering and Mechanicsen_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectComposite beams
dc.subjectGenetic algorithm
dc.subjectPlanar frame
dc.subjectSemi-rigid connection
dc.subjectWeight optimization
dc.subjectAlgorithms
dc.subjectBioinformatics
dc.subjectComposite beams and girders
dc.subjectConcrete slabs
dc.subjectConcretes
dc.subjectDesign
dc.subjectFinite element method
dc.subjectGenetic algorithms
dc.subjectMATLAB
dc.subjectSteel construction
dc.subjectAmerican institute of steel constructions
dc.subjectComposite beam
dc.subjectGeometric constraint
dc.subjectLateral displacements
dc.subjectOptimization procedures
dc.subjectPlanar frames
dc.subjectSemirigid connections
dc.subjectWeight optimization
dc.subjectStructural frames
dc.subjectComposite beams
dc.subjectGenetic algorithm
dc.subjectPlanar frame
dc.subjectSemi-rigid connection
dc.subjectWeight optimization
dc.subjectAlgorithms
dc.subjectBioinformatics
dc.subjectComposite beams and girders
dc.subjectConcrete slabs
dc.subjectConcretes
dc.subjectDesign
dc.subjectFinite element method
dc.subjectGenetic algorithms
dc.subjectMATLAB
dc.subjectSteel construction
dc.subjectAmerican institute of steel constructions
dc.subjectComposite beam
dc.subjectGeometric constraint
dc.subjectLateral displacements
dc.subjectOptimization procedures
dc.subjectPlanar frames
dc.subjectSemirigid connections
dc.subjectWeight optimization
dc.subjectStructural frames
dc.titleOptimum design of steel frames with semi-rigid connections and composite beamsen_US
dc.typeArticleen_US

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