Optimum design of steel space frames including soil-structure interaction

Küçük Resim Yok

Tarih

2016

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

Künye