Optimum design of steel space frames including soil-structure interaction

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dc.authorid6701396887
dc.authorid56652140200
dc.authorid6506766757
dc.authorid56770901100
dc.contributor.authorDaloglu A.T.
dc.contributor.authorArtar M.
dc.contributor.authorÖzgan K.
dc.contributor.authorKarakas A.İ.
dc.date.accessioned20.04.201910:49:12
dc.date.accessioned2019-04-20T21:43:34Z
dc.date.available20.04.201910:49:12
dc.date.available2019-04-20T21:43:34Z
dc.date.issued2016
dc.departmentBayburt Üniversitesien_US
dc.description.abstractThe effect of soil-structure interaction on the optimum design of steel space frames is investigated using metaheuristic algorithms. Three-parameter elastic foundation model is used to incorporate soil-structure interaction. A computer program is developed in MATLAB interacting with SAP2000-OAPI for two way data flow in all optimization procedures. Optimum design of space frames is formulated according to LRFD-AISC (Load and Resistance Factor Design, American Institute of Steel Construction) specifications. The parameters of foundation model are obtained by using soil surface displacements. It is concluded that consideration of soil-structure interaction ends up with heavier frames, and method is applicable for practical purposes. © 2016, Springer-Verlag Berlin Heidelberg.en_US
dc.identifier.doi10.1007/s00158-016-1401-x
dc.identifier.endpage131
dc.identifier.issn1615-147X
dc.identifier.issue1
dc.identifier.scopus2-s2.0-84955291647en_US
dc.identifier.scopusqualityQ1en_US
dc.identifier.startpage117
dc.identifier.urihttps://dx.doi.org/10.1007/s00158-016-1401-x
dc.identifier.urihttps://hdl.handle.net/20.500.12403/604
dc.identifier.volume54
dc.identifier.wosWOS:000377460100009en_US
dc.identifier.wosqualityQ1en_US
dc.indekslendigikaynakWeb of Scienceen_US
dc.indekslendigikaynakScopusen_US
dc.language.isoenen_US
dc.publisherSpringer Verlag
dc.relation.ispartofStructural and Multidisciplinary Optimizationen_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectGenetic Algorithm (GA)
dc.subjectHarmony Search Algorithm (HS)
dc.subjectLRFD-AISC specifications
dc.subjectOpen Application Programming Interface (OAPI)
dc.subjectSteel space frames
dc.subjectThree-parameters elastic foundation model
dc.subjectApplication programming interfaces (API)
dc.subjectGenetic algorithms
dc.subjectHydraulic structures
dc.subjectMATLAB
dc.subjectSoils
dc.subjectSpecifications
dc.subjectStructural frames
dc.subjectAmerican institute of steel constructions
dc.subjectElastic foundation model
dc.subjectHarmony search algorithms
dc.subjectLoad and resistance factor designs
dc.subjectMeta heuristic algorithm
dc.subjectOpen application programming interface
dc.subjectOptimization procedures
dc.subjectSteel space frame
dc.subjectSoil structure interactions
dc.subjectGenetic Algorithm (GA)
dc.subjectHarmony Search Algorithm (HS)
dc.subjectLRFD-AISC specifications
dc.subjectOpen Application Programming Interface (OAPI)
dc.subjectSteel space frames
dc.subjectThree-parameters elastic foundation model
dc.subjectApplication programming interfaces (API)
dc.subjectGenetic algorithms
dc.subjectHydraulic structures
dc.subjectMATLAB
dc.subjectSoils
dc.subjectSpecifications
dc.subjectStructural frames
dc.subjectAmerican institute of steel constructions
dc.subjectElastic foundation model
dc.subjectHarmony search algorithms
dc.subjectLoad and resistance factor designs
dc.subjectMeta heuristic algorithm
dc.subjectOpen application programming interface
dc.subjectOptimization procedures
dc.subjectSteel space frame
dc.subjectSoil structure interactions
dc.titleOptimum design of steel space frames including soil-structure interactionen_US
dc.typeArticleen_US

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