Optimum design of steel space frames under earthquake effect using harmony search

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dc.authorid56652140200
dc.contributor.authorArtar M.
dc.date.accessioned20.04.201910:49:12
dc.date.accessioned2019-04-20T21:43:37Z
dc.date.available20.04.201910:49:12
dc.date.available2019-04-20T21:43:37Z
dc.date.issued2016
dc.departmentBayburt Üniversitesien_US
dc.description.abstractThis paper presents an optimization process using Harmony Search Algorithm for minimum weight of steel space frames under earthquake effects according to Turkish Earthquake Code (2007) specifications. The optimum designs are carried out by selecting suitable sections from a specified list including W profiles taken from American Institute of Steel Construction (AISC). The stress constraints obeying AISC- Load and Resistance Factor Design (LRFD) specifications, lateral displacement constraints and geometric constraints are considered in the optimum designs. A computer program is coded in MATLAB for the purpose to incorporate with SAP2000 OAPI (Open Application Programming Interface) to perform structural analysis of the frames under earthquake loads. Three different steel space frames are carried out for four different seismic earthquake zones defined in Turkish Earthquake Code (2007). Results obtained from the examples show the applicability and robustness of the method. Copyright © 2016 Techno-Press, Ltd.en_US
dc.identifier.doi10.12989/sem.2016.58.3.597
dc.identifier.endpage612
dc.identifier.issn1225-4568
dc.identifier.issue3
dc.identifier.scopus2-s2.0-84973468850en_US
dc.identifier.scopusqualityQ2en_US
dc.identifier.startpage597
dc.identifier.urihttps://dx.doi.org/10.12989/sem.2016.58.3.597
dc.identifier.urihttps://hdl.handle.net/20.500.12403/620
dc.identifier.volume58
dc.identifier.wosWOS:000376792600010en_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.subjectEarthquake effect
dc.subjectHarmony search algorithm
dc.subjectOptimum design
dc.subjectSteel space frames
dc.subjectAlgorithms
dc.subjectApplication programming interfaces (API)
dc.subjectApplication programs
dc.subjectComputer programming
dc.subjectDesign
dc.subjectEarthquake effects
dc.subjectGeophysics
dc.subjectLearning algorithms
dc.subjectMATLAB
dc.subjectOptimization
dc.subjectSpecifications
dc.subjectStructural frames
dc.subjectAmerican institute of steel constructions
dc.subjectGeometric constraint
dc.subjectHarmony search algorithms
dc.subjectLateral displacements
dc.subjectLoad and resistance factor design specifications
dc.subjectOpen application programming interface
dc.subjectOptimum designs
dc.subjectSteel space frame
dc.subjectEarthquakes
dc.subjectEarthquake effect
dc.subjectHarmony search algorithm
dc.subjectOptimum design
dc.subjectSteel space frames
dc.subjectAlgorithms
dc.subjectApplication programming interfaces (API)
dc.subjectApplication programs
dc.subjectComputer programming
dc.subjectDesign
dc.subjectEarthquake effects
dc.subjectGeophysics
dc.subjectLearning algorithms
dc.subjectMATLAB
dc.subjectOptimization
dc.subjectSpecifications
dc.subjectStructural frames
dc.subjectAmerican institute of steel constructions
dc.subjectGeometric constraint
dc.subjectHarmony search algorithms
dc.subjectLateral displacements
dc.subjectLoad and resistance factor design specifications
dc.subjectOpen application programming interface
dc.subjectOptimum designs
dc.subjectSteel space frame
dc.subjectEarthquakes
dc.titleOptimum design of steel space frames under earthquake effect using harmony searchen_US
dc.typeArticleen_US

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