1. Musa, Y., and Daloğlu, A.T. "Optimum design of steel space frames with composite beams using genetic algorithm." Steel & Composite Structures, vol. 19, No. 2, 2015, p. 503-519. [
DOI:10.12989/scs.2015.19.2.503]
2. Phan, D.T., B.P.Lim, J., Tanyimboh, T., and Sha, W. "An efficient genetic algorithm for the design optimization of coldframed steel portal frame building." Steel and Composite Structures, Vol. 15, No. 5, 2013, P. 519-538. [
DOI:10.12989/scs.2013.15.5.519]
3. Keller, J.B. "The shape of the strongest column." Archive for Rational Mechanics and Analysis, vol. 5, 1960, p. 275-85 [
DOI:10.1007/BF00252909]
5. Chu, D.N., Xie, Y.M., Hira., A., and Steven., G.P."Evolutionary structural optimization for problems with stiffness constraints." Finite Elements in Analysis and Design, vol. 21,1996, p. 239-250. [
DOI:10.1016/0168-874X(95)00043-S]
6. Manickarajah, D., Xie, Y.M. and Steven, G.P. "A simple method for the optimization of columns, frames, and plates against buckling." International Conference on Structural Stability and Design, October, 1995, p. 175-180, Sydney.
8. Ruocco, E., Zhang, H., and Wang, C.M. " Hencky bar-chain model for buckling analysis of non-uniform columns." Structures, vol. 6, 2016, p. 73-84. [
DOI:10.1016/j.istruc.2016.02.003]
9. Godat, A., Legeron, F., and Bazonga, D. "Stability investigation of local buckling behavior of tubular polygon columns under concentric compression." Thin-Walled Structures, vol. 53, 2012, p. 131-140. [
DOI:10.1016/j.tws.2011.12.013]
10. Li, X.-F., Xi, L.-Y., and Huang, Y. "Stability analysis of composite columns and parameter optimization against buckling." Composites Part B: Engineering, vol. 42, No. 6, 2011, p. 1337- 1345. [
DOI:10.1016/j.compositesb.2011.06.012]
11. Xie,Y.M., and Steven, G.P. "Evolutionary structural optimization for dynamic problems." Computers & Structures, vol. 6, 1996, p. 1067-1073. [
DOI:10.1016/0045-7949(95)00235-9]
12. Huang, X., and Xie, Y.M. (2007). "Convergent and meshindependent solutions for the bi-directional evolutionary structural optimization method." Finite Elements in Analysis and Design, 43(14), 1039-1049. [
DOI:10.1016/j.finel.2007.06.006]
13. Huang, X., and Xie, Y.M. "Bi-directional evolutionary topology optimization of continuum structures with one or multiple materials." Computational Mechanics, vol. 43, No. 3,2009, p. 393-401. [
DOI:10.1007/s00466-008-0312-0]
14. Huang, X., and Xie, Y.M. Evolutionary topology optimization of continuum structures: methods and applications, Wiley, (2010a), Chichester. [
DOI:10.1002/9780470689486]
15. Huang, X., and Xie, Y.M. "A further review of ESO type methods for topology optimization." Structural and Multidisciplinary Optimization, vol. 41, No. 5, (2010b), p. 671- 683. [
DOI:10.1007/s00158-010-0487-9]
16. Ghabraie, K. "Exploring topology and shape optimisation techniques in underground excavations." PhD thesis, School of Civil, Environmental and Chemical Engineering Science, RMIT University, 2009, Melbourne.
17. Ghabraie, K., Chan, R., Huang, X., and Xie, Y.M. "Shape optimization of metallic yielding devices for passive mitigation of seismic energy." Engineering Structures, vol. 32, No. 8. 2010, p. 2258-2267. [
DOI:10.1016/j.engstruct.2010.03.028]
18. Nguyen, T., Ghabraie, K., and Tran-Cong, T. "Applying bidirectional evolutionary structural optimisation method for tunnel reinforcement design considering nonlinear material behavior." Computers and Geotechnics, vol. 55, 2014, p. 57-66. [
DOI:10.1016/j.compgeo.2013.07.015]
19. Tanskanen, P. "The evolutionary structural optimization method: theoretical aspects." Computer Methods in Applied Mechanics and Engineering, vol. 191, No. 47-48, 2002, p. 5485- 5498. [
DOI:10.1016/S0045-7825(02)00464-4]
20. Manickarajah, D., Xie, Y.M. and Steven, G.P. "An evolutionary method for optimization of plate buckling resistance." Finite Elements in Analysis and Design, vol. 29, 1998, p. 205-230. [
DOI:10.1016/S0168-874X(98)00012-2]
21. Manickarajah, D., Xie, Y.M. and Steven, G.P. "Optimum design of frames with multiple constraints using an evolutionary method." Computers and Structures, vol. 74, 2000, p. 731-741. [
DOI:10.1016/S0045-7949(99)00083-8]