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Automatic design of reinforced concrete structures with parallel computing

  • A concept for the analysis and optimal design of reinforced concrete structures is described. It is based on a nonlinear optimization algorithm and a finite element program for linear and nonlinear analysis of structures. With the aim of minimal cost design a two stage optimization using efficient gradient algorithm is developed. The optimization problems on global (structural) and local (crosssectional) level are formulated. A parallelization concept for solving the two stage optimization problem in minimal time is presented. Examples are included to illustrate the practical use and the effectively of the parallelization in the area of engineering design.

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Metadaten
Author:Christoph ButenwegORCiD, G. Thierauf
DOI:https://doi.org/10.4203/csets.1.14
ISBN:1-874672-05-9
Parent Title (English):Innovative computational methods for structural mechanics
Publisher:Saxe-Coburg Publication
Place of publication:Edinburgh
Editor:M. Papadrakakis, B.H.V. Topping
Document Type:Part of a Book
Language:English
Year of Completion:1999
Date of the Publication (Server):2016/01/25
First Page:305
Last Page:318
Link:https://doi.org/10.4203/csets.1.14
Zugriffsart:bezahl
Institutes:FH Aachen / Fachbereich Energietechnik
collections:Verlag / Saxe-Coburg Publication