Frame structural sizing and topological optimization via a parallel implementation of a modified particle Swarm algorithm
Author:
Publisher
Springer Science and Business Media LLC
Subject
Civil and Structural Engineering
Link
http://link.springer.com/content/pdf/10.1007/s12205-013-0001-1.pdf
Reference31 articles.
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3. Bochenek, B. and Foryś, P. (2006). “Structural optimization for post-buckling behavior using particle swarms.” Structural and Multidisciplinary Optimization, Vol. 32, No. 6, pp. 521–531.
4. Chen, M. R., Li, X., Zhang, X., and Lu, Y. Z. (2010). “A novel particle swarm optimizer hybridized with extremal optimization.” Journal of Applied Soft Computing, Vol. 10,Issue 2, pp. 367–373.
5. Chen, M. R., Lu, Y. Z., and Yang, G. (2006). “Population-based extremal optimization with adaptive Lévy mutation for constrained optimization.” Proc. of International Conference on Computational Intelligence and Security, CIS 2006, Guangzhou, China, pp. 258–261.
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