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Discrete optimization approach for steel frames and trusses ,based on genetic algorithm

Radu Hulea, Stavroulakis Georgios, Ioana D. Balea

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URI: http://purl.tuc.gr/dl/dias/C7F1E8BD-31FA-4D81-9D3B-7A834767E9B9
Year 2013
Type of Item Conference Full Paper
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Bibliographic Citation I. D. Balea , R. Hulea, G. E. Stavroulakis .(2013,Jun.).Discrete optimization approach for steel frames and trusses ,based on genetic algorithm.Presented at 3rd South-East European Conference on Computational Mechanics- an ECCOMAS and IACM .[online].Available: http://www.eccomasproceedings.org/cs2013/pdf/2147.pdf
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Conference Publications in Community School of Production Engineering and Management

Summary

This paper presents an implementation of Eurocode load cases for discrete global optimization algorithm for planar and space structures based on the principles of finite ele- ment methods and genetic algorithms. The final optimal design is obtained using IPE sections chosen as feasible by the algorithm, from the available steel sections from industry, used for ease of comparison with benchmarks. The algorithm is tested on several planar steel frames and a truss from the literature, with good results.

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