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Optimum design of steel space frames including soil-structure interaction

MakaleYalnız künyeScopus SJRQ1

Özet

The 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.

Anahtar Kelimeler

Genetic Algorithm (GA)Harmony Search Algorithm (HS)LRFD-AISC specificationsOpen Application Programming Interface (OAPI)Steel space framesThree-parameters elastic foundation model
RDL Kalıcı Bağlantı (PID)
https://rdlopen.rawdatalibrary.net/r/bayburt/12554Resmi atıflarda kullanılan kalıcı adres
DOI
https://doi.org/10.1007/s00158-016-1401-xYayıncı resmi DOI adresi
İndeks kayıtları
ScopusScopusWeb of ScienceWeb of Science
Kaydın indeks veri tabanlarındaki sayfası (aktarımda alınan kayıt numarasıyla). Erişim, indeksin kendi koşullarına bağlıdır.
Atıflar
Scopus
27
WoS
28
OpenAlex
31
Her kaynağın kendi saydığı toplam atıf; aktarım ve zenginleştirme sırasında alındı.
Tam Kayıt
AlanDeğerDil
dc.contributor.authorDaloglu, Ayse T.
dc.contributor.authorArtar, Musa
dc.contributor.authorÖzgan, Korhan
dc.contributor.authorKarakas, Ali İ.
dc.date.accessioned2026-10-29T19:09:43.458813417Z
dc.date.available2026-10-29T19:09:43.458813417Z
dc.date.issued2016
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.
dc.identifier.doi10.1007/s00158-016-1401-x
dc.identifier.eissn1615-1488
dc.identifier.endpage131
dc.identifier.issn1615-147X
dc.identifier.issue1
dc.identifier.scopus2-s2.0-84955291647
dc.identifier.startpage117
dc.identifier.urihttps://rdlopen.rawdatalibrary.net/r/bayburt/12554
dc.identifier.volume54
dc.identifier.wosWOS:000377460100009
dc.language.isoen
dc.publisherSpringer Verlag
dc.relation.ispartofStructural and Multidisciplinary Optimization
dc.rightsinfo:eu-repo/semantics/closedAccess
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.subject.classificationComputer Science, Interdisciplinary Applications
dc.subject.classificationEngineering, Multidisciplinary
dc.subject.classificationMechanics
dc.subject.classificationComputer Science
dc.subject.classificationEngineering
dc.subject.otherApplication programming interfaces (API)
dc.subject.otherGenetic algorithms
dc.subject.otherHydraulic structures
dc.subject.otherMATLAB
dc.subject.otherSoils
dc.subject.otherSpecifications
dc.subject.otherStructural frames
dc.subject.otherAmerican institute of steel constructions
dc.subject.otherElastic foundation model
dc.subject.otherHarmony search algorithms
dc.subject.otherLoad and resistance factor designs
dc.subject.otherMeta heuristic algorithm
dc.subject.otherOpen application programming interface
dc.subject.otherOptimization procedures
dc.subject.otherSteel space frame
dc.subject.otherSoil structure interactions
dc.titleOptimum design of steel space frames including soil-structure interaction
dc.typeArticle
rdl.citation.openalex31
rdl.citation.scopus27
rdl.citation.wos28
rdl.oa.statusclosed
rdl.scopus.quartileQ1
rdl.source.indexSCOPUS
rdl.source.indexWOS
rdl.wos.indexScience Citation Index Expanded (SCI-EXPANDED)