Abstract
In this paper, a technology enabling the optimization or the topology of truss or frame structures with genetic algorithms is presented. It has been shown that due to a huge number of possible variants the global solution of similar problems with exhaustive search algorithms is feasible only for systems possessing small numbers of d.o.f. s (usually until 10 nodes). These problems can be solved in a reasonable time by genetic algorithms. The modified genetic algorithm for optimization of topology of truss systems is suggested, where the repair of the genotype, instead of some constraint is used. The solution of numerical examples with original software illustrates the efficiency of proposed technology; the global solutions are obtained in all cases.
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Šešok, D., & Belevičius, R. (2008). Global optimization of trusses with a modified genetic algorithm. Journal of Civil Engineering and Management, 14(3), 147–154. https://doi.org/10.3846/1392-3730.2008.14.10
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