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Civil-Comp Proceedings
ISSN 1759-3433
CCP: 53
ADVANCES IN ENGINEERING COMPUTATIONAL TECHNOLOGY
Edited by: B.H.V. Topping
Paper IV.9

Genetic-Based Structural Design Optimization with Reanalysis by Neural Networks

W.M. Jenkins

Department of Civil Engineering, University of Leeds, Leeds, United Kingdom

Full Bibliographic Reference for this paper
W.M. Jenkins, "Genetic-Based Structural Design Optimization with Reanalysis by Neural Networks", in B.H.V. Topping, (Editor), "Advances in Engineering Computational Technology", Civil-Comp Press, Edinburgh, UK, pp 221-227, 1998. doi:10.4203/ccp.53.4.9
Abstract
The 'natural' bio-computing metaphors of the genetic algorithm (GA) and the neural network (NN) are eminently suitable for direct introduction into an integrated structural design/analysis process.

The genetic algorithm seeks to improve design by a process of selection and recombination within a population of designs proceeding generation-by-generation. The problem of 'combinatorial explosion' caused by the combination of many discrete values of the design variables can be resolved by a process of progressive combinatorial space condensation. The application takes place on-line under adaptive controls with initial values specified by the designer.

The temporary suspension of design activity while the structure is reanalysed is time-consuming since each change in the design variables requires a fresh analysis of the structure. A more economical process would obtain if a reanalysis tool capable of automatically accommodating all changes in design data were available during the optimization process.

If the structure has a more-or-less standard form such as a rectangular multi-storey frame or a structural grillage then a neural network is ideally suited to this purpose. In these circumstances it is a simple matter to train a network to map input variables to output (design) quantities. The resulting reanalysis tool is then suitable for integration into a total design process.

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