Discrete Sizing Optimization of Steel Trusses Under Multiple Displacement Constraints and Load Cases Using Guided Stochastic Search Technique

dc.authorid Hasançebi, Oğuzhan/0000-0002-5501-1079
dc.authorid Kazemzadeh Azad, Saeid/0000-0001-9309-607X
dc.authorscopusid 57193753354
dc.authorscopusid 55924346500
dc.authorwosid Hasançebi, Oğuzhan/HRE-0033-2023
dc.authorwosid Hasançebi, Oğuzhan/ABA-2592-2020
dc.contributor.author Azad, S. Kazemzadeh
dc.contributor.author Hasancebi, O.
dc.contributor.other Department of Civil Engineering
dc.date.accessioned 2024-07-05T14:33:03Z
dc.date.available 2024-07-05T14:33:03Z
dc.date.issued 2015
dc.department Atılım University en_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, Turkey en_US
dc.description Hasançebi, Oğuzhan/0000-0002-5501-1079; Kazemzadeh Azad, Saeid/0000-0001-9309-607X en_US
dc.description.abstract The 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.citationcount 34
dc.identifier.doi 10.1007/s00158-015-1233-0
dc.identifier.endpage 404 en_US
dc.identifier.issn 1615-147X
dc.identifier.issn 1615-1488
dc.identifier.issue 2 en_US
dc.identifier.scopus 2-s2.0-84945262733
dc.identifier.scopusquality Q1
dc.identifier.startpage 383 en_US
dc.identifier.uri https://doi.org/10.1007/s00158-015-1233-0
dc.identifier.uri https://hdl.handle.net/20.500.14411/865
dc.identifier.volume 52 en_US
dc.identifier.wos WOS:000357476900011
dc.identifier.wosquality Q1
dc.institutionauthor Azad, Saeıd Kazemzadeh
dc.language.iso en en_US
dc.publisher Springer en_US
dc.relation.publicationcategory Makale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı en_US
dc.rights info:eu-repo/semantics/closedAccess en_US
dc.scopus.citedbyCount 35
dc.subject Structural optimization en_US
dc.subject Discrete sizing en_US
dc.subject Guided stochastic search en_US
dc.subject Integrated force method en_US
dc.subject Steel trusses en_US
dc.subject AISC-LRFD specifications en_US
dc.title Discrete Sizing Optimization of Steel Trusses Under Multiple Displacement Constraints and Load Cases Using Guided Stochastic Search Technique en_US
dc.type Article en_US
dc.wos.citedbyCount 31
dspace.entity.type Publication
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