[1]
EN 1993-1-3: 2006 Eurocode 3: Design of steel structures. Part 1-3: Supplementary rules for cold-formed members and sheeting.
DOI: 10.3403/02338401u
Google Scholar
[2]
T. Goel, N. Stander, Y.Y. Lin Efficient resource allocation for genetic algorithm based multi-objective optimization with 1, 000 simulations, Struct. Multidisciplinary Optim. 41(3) (2010) 421-432.
DOI: 10.1007/s00158-009-0426-9
Google Scholar
[3]
O. Hasançebi, S. Çarbaş, E. Doğan, F. Erdal, M.P. Saka, Comparison of non-deterministic search techniques in the optimum design of real size steel frames, Comput. Struct. 88(17-18) (2010) 1033-1048.
DOI: 10.1016/j.compstruc.2010.06.006
Google Scholar
[4]
O. Hasancebi, S.K. Azad, An exponential big bang-big crunch algorithm for discrete design optimization of steel frames, Comput. Struct. 110-111 (2012) 167-179.
DOI: 10.1016/j.compstruc.2012.07.014
Google Scholar
[5]
X. Huang, Z.H. Zuo, Y.M. Xie, Evolutionary topological optimization of vibrating continuum structures for natural frequencies, Comput. Struct. 88(5-6) (2010) 357-364.
DOI: 10.1016/j.compstruc.2009.11.011
Google Scholar
[6]
X. Yu, M. Gen, Introduction to evolutionary algorithms, Springer, 2010, p.433.
Google Scholar
[7]
O.C. Zienkiewicz, R.L. Taylor, D. Fox, The finite element method for solid and structural mechanics, Oxford: Elsevier Butterworth-Heinemann, Great Britain, (2014).
Google Scholar
[8]
I. N. Serpik, A. V. Alekseytsev, Simulation modeling technique in the process of building structures optimization, European Science and Technology: materials of the III international research and practice conference, Vela Verlag Waldkraiburg, Munich, Germany 2012, pp.244-247.
Google Scholar