Discrete sizing optimization of steel trusses under multiple displacement constraints and load cases using guided stochastic search technique

dc.authoridHasançebi, Oğuzhan/0000-0002-5501-1079
dc.authoridKazemzadeh Azad, Saeid/0000-0001-9309-607X
dc.authorscopusid57193753354
dc.authorscopusid55924346500
dc.authorwosidHasançebi, Oğuzhan/HRE-0033-2023
dc.authorwosidHasançebi, Oğuzhan/ABA-2592-2020
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.abstractThe guided stochastic search (GSS) is a computationally efficient design optimization technique, which is originally developed for discrete sizing optimization problems of steel trusses with a single displacement constraint under a single load case. The present study aims to investigate the GSS in a more general class of truss sizing optimization problems subject to multiple displacement constraints and load cases. To this end, enhancements of the GSS are proposed in the form of two alternative approaches that enable the technique to deal with multiple displacement/load cases. The first approach implements a methodology in which the most critical displacement direction is considered only when guiding the search process. The second approach, however, takes into account the cumulative effect of all the critical displacement directions in the course of optimization. Advantage of the integrated force method of structural analysis is also utilized for further reduction of the computational effort in these approaches. The proposed enhancements of GSS are investigated and compared with some selected techniques of design optimization through six truss structures that are sized for minimum weight. The numerical results reveal that both enhancements generally provide promising solutions with an insignificant computational effort.en_US
dc.identifier.citation34
dc.identifier.doi10.1007/s00158-015-1233-0
dc.identifier.endpage404en_US
dc.identifier.issn1615-147X
dc.identifier.issn1615-1488
dc.identifier.issue2en_US
dc.identifier.scopus2-s2.0-84945262733
dc.identifier.scopusqualityQ1
dc.identifier.startpage383en_US
dc.identifier.urihttps://doi.org/10.1007/s00158-015-1233-0
dc.identifier.urihttps://hdl.handle.net/20.500.14411/865
dc.identifier.volume52en_US
dc.identifier.wosWOS:000357476900011
dc.identifier.wosqualityQ1
dc.language.isoenen_US
dc.publisherSpringeren_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectStructural optimizationen_US
dc.subjectDiscrete sizingen_US
dc.subjectGuided stochastic searchen_US
dc.subjectIntegrated force methoden_US
dc.subjectSteel trussesen_US
dc.subjectAISC-LRFD specificationsen_US
dc.titleDiscrete sizing optimization of steel trusses under multiple displacement constraints and load cases using guided stochastic search techniqueen_US
dc.typeArticleen_US
dspace.entity.typePublication
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relation.isOrgUnitOfPublication.latestForDiscovery238c4130-e9ea-4b1c-9dea-772c4a0dad39

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