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Structural and Multidisciplinary Optimization
Erschienen in: Structural and Multidisciplinary Optimization 1/2016

26.01.2016 | RESEARCH PAPER

Optimum design of steel space frames including soil-structure interaction

verfasst von: Ayse T. Daloglu, Musa Artar, Korhan Özgan, Ali İ. Karakas

Erschienen in: Structural and Multidisciplinary Optimization | Ausgabe 1/2016

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Abstract

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.
Vorheriger Artikel Filtering structures out of ground structures – a discrete filtering tool for structural design optimization
Nächster Artikel Isoperimetric inequality in the periodic Greenhill Problem of twisted elastic rod

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Metadaten
Titel
Optimum design of steel space frames including soil-structure interaction
verfasst von
Ayse T. Daloglu
Musa Artar
Korhan Özgan
Ali İ. Karakas
Publikationsdatum
26.01.2016
Verlag
Springer Berlin Heidelberg
Erschienen in
Structural and Multidisciplinary Optimization / Ausgabe 1/2016
Print ISSN: 1615-147X
Elektronische ISSN: 1615-1488
DOI
https://doi.org/10.1007/s00158-016-1401-x

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