Computationally efficient discrete sizing of steel frames via guided stochastic search heuristic

dc.authoridHasançebi, Oğuzhan/0000-0002-5501-1079
dc.authoridKazemzadeh Azad, Saeid/0000-0001-9309-607X
dc.authorscopusid57193753354
dc.authorscopusid55924346500
dc.authorwosidHasançebi, Oğuzhan/ABA-2592-2020
dc.authorwosidHasançebi, Oğuzhan/HRE-0033-2023
dc.contributor.authorAzad, Saeıd Kazemzadeh
dc.contributor.authorHasancebi, O.
dc.contributor.otherDepartment of Civil Engineering
dc.date.accessioned2024-07-05T14:33:03Z
dc.date.available2024-07-05T14:33:03Z
dc.date.issued2015
dc.departmentAtılım Universityen_US
dc.department-temp[Azad, S. Kazemzadeh] Atilim Univ, Dept Civil Engn, Ankara, Turkey; [Hasancebi, O.] Middle E Tech Univ, Dept Civil Engn, TR-06531 Ankara, Turkeyen_US
dc.descriptionHasançebi, Oğuzhan/0000-0002-5501-1079; Kazemzadeh Azad, Saeid/0000-0001-9309-607Xen_US
dc.description.abstractRecently a design-driven heuristic approach named guided stochastic search (GSS) technique has been developed by the authors as a computationally efficient method for discrete sizing optimization of steel trusses. In this study, an extension and reformulation of the GSS technique are proposed for its application to problems from discrete sizing optimization of steel frames. In the GSS, the well-known principle of virtual work as well as the information attained in the structural analysis and design stages are used together to guide the optimization process. A design wise strategy is employed in the technique where resizing of members is performed with respect to their role in satisfying strength and displacement constraints. The performance of the GSS is investigated through optimum design of four steel frame structures according to AISC-LRFD specifications. The numerical results obtained demonstrate that the GSS can be employed as a computationally efficient design optimization tool for practical sizing optimization of steel frames. (C) 2015 Elsevier Ltd. All rights reserved.en_US
dc.identifier.citation42
dc.identifier.doi10.1016/j.compstruc.2015.04.009
dc.identifier.endpage28en_US
dc.identifier.issn0045-7949
dc.identifier.issn1879-2243
dc.identifier.scopus2-s2.0-84928715359
dc.identifier.startpage12en_US
dc.identifier.urihttps://doi.org/10.1016/j.compstruc.2015.04.009
dc.identifier.urihttps://hdl.handle.net/20.500.14411/866
dc.identifier.volume156en_US
dc.identifier.wosWOS:000357144300002
dc.identifier.wosqualityQ1
dc.language.isoenen_US
dc.publisherPergamon-elsevier Science Ltden_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectSizing optimizationen_US
dc.subjectDiscrete optimizationen_US
dc.subjectSteel framesen_US
dc.subjectHeuristic approachen_US
dc.subjectAISC-LRFD specificationsen_US
dc.subjectPrinciple of virtual worken_US
dc.titleComputationally efficient discrete sizing of steel frames via guided stochastic search heuristicen_US
dc.typeArticleen_US
dspace.entity.typePublication
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relation.isOrgUnitOfPublication.latestForDiscovery238c4130-e9ea-4b1c-9dea-772c4a0dad39

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