Discrete Optimization Approach for Steel Frames and Trusses, Based on Genetic Algorithm


Abstract eng:
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 element 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. 1

Contributors:
Publisher:
National Technical University of Athens, 2013
Conference Title:
Conference Title:
COMPDYN 2013 - 4th International Thematic Conference
Conference Venue:
Island of Kos (GR)
Conference Dates:
2013-06-12 / 2013-06-14
Rights:
Text je chráněný podle autorského zákona č. 121/2000 Sb.



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 Record created 2016-11-15, last modified 2016-11-15


Original version of the author's contribution as presented on CD, section: SC-RS 13 OPTIMIZATION .:
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