Optimum design of steel space frames including soil-structure interaction
Küçük Resim Yok
Tarih
2016
Yazarlar
Dergi Başlığı
Dergi ISSN
Cilt Başlığı
Yayıncı
Springer Verlag
Erişim Hakkı
info:eu-repo/semantics/closedAccess
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. © 2016, Springer-Verlag Berlin Heidelberg.
Açıklama
Anahtar Kelimeler
Genetic Algorithm (GA), Harmony Search Algorithm (HS), LRFD-AISC specifications, Open Application Programming Interface (OAPI), Steel space frames, Three-parameters elastic foundation model, Application programming interfaces (API), Genetic algorithms, Hydraulic structures, MATLAB, Soils, Specifications, Structural frames, American institute of steel constructions, Elastic foundation model, Harmony search algorithms, Load and resistance factor designs, Meta heuristic algorithm, Open application programming interface, Optimization procedures, Steel space frame, Soil structure interactions, Genetic Algorithm (GA), Harmony Search Algorithm (HS), LRFD-AISC specifications, Open Application Programming Interface (OAPI), Steel space frames, Three-parameters elastic foundation model, Application programming interfaces (API), Genetic algorithms, Hydraulic structures, MATLAB, Soils, Specifications, Structural frames, American institute of steel constructions, Elastic foundation model, Harmony search algorithms, Load and resistance factor designs, Meta heuristic algorithm, Open application programming interface, Optimization procedures, Steel space frame, Soil structure interactions
Kaynak
Structural and Multidisciplinary Optimization
WoS Q Değeri
Q1
Scopus Q Değeri
Q1
Cilt
54
Sayı
1
