[1] S.H. Afzali, A. Darabi, and M. Niazkar, Steel frame optimal design using MHBMO algorithm, Steel Struct. 16 (2016), no. 2, 455–465.

[2] M. Bahreynipour Sirjani and A. Robati, Weight optimization of steel moment frame based on genetic algorithm, 3 rd Int. Conf. Civil Engin. Archit. Urban Design, Tabriz, 2018.

[3] E. Dogan and M.P. Saka, Optimum design of unbraced steel frames to LRFD–AISC using particle swarm optimization, Adv. Engin. Software 46 (2012), no. 1, 27–34.

4] B. Ekici, C. Cubukcuoglu, M. Turrin, and I.S. Sariyildiz, Performative computational architecture using swarm and evolutionary optimisation: A review, Build. Envir. 147 (2018), no. 9, 356–371.

[5] S. Gholizadeh, Performance-based optimum seismic design of steel structures by a modified firefly algorithm and a new neural network, Adv. Engin. Software 81 (2015), no. 10, 50–65.

[6] S. Khalafi and S.A. Hoseyni, Performance optimization of steel moment frame structure using meta-heuristic optimization algorithms, 2nd Nat. Conf. Appl. Res. Civil Engin. (structural engineering and construction management), Tehran, 2017.

[7] C.S. Kao and I. Yeh, Optimal design of reinforced concrete plane frames using artificial neural networks, Comput. Concrete 14 (2014), no. 4, 445–462.

[8] A. Kaveh, B. Farahmand Azar, A. Hadidi, F. Rezazadeh Sorochi, and S. Talatahari, Performance-based seismic design of steel frames using ant colony optimization, J. Construct. Steel Res. 66 (2010), no. 4, 566–574.

[9] A. Kaveh and A. Nasrollahi, Performance-based seismic design of steel frames utilizing charged system search optimization, Appl. Soft Comput. 22 (2014), no. 6, 213–221.

[10] A. Kaveh and S. Talatahari, An improved ant colony optimization for the design of planar steel frames, Engin. Struct. 32 (2010), no. 3, 864–873.

[11] A. Kaveh and S. Talatahari, Charged system search for optimal design of frame structures, Appl. Soft Comput. 12 (2012), no. 1, 382–393.

[12] A. Kaveh and P. Zakian, Optimal design of steel frames under seismic loading using two meta-heuristic algorithms, J. Construct. Steel Res. 82 (2013), no. 3, 111–130.

[13] P. Kripakaran, B. Hall, and A. Gupta, A genetic algorithm for design of moment-resisting steel frames, Struct. Multidisc. Optim. 44 (2011), no. 2, 559–574.

[14] M. Kociecki and H. Adeli, Two-phase genetic algorithm for topology optimization of free-form steel space-frame roof structures with complex curvatures, Engin. Appl. Artific. Intell. 32 (2014), no. 4, 218–227.

[15] M.R. Maheri and M.M. Narimani, An enhanced harmony search algorithm for optimum design of side sway steel frames, Comput. Struct. 136 (2014), no. 8, 78–89.

[16] M. Mohammadi Farsam, M.R. Adel Parvar, and M. Mahmoodabadi, Optimization of steel frames with genetic algorithm and LRFD analysis, Int. Conf. Civil Engin. Archit. Urban Plann. Contemp. Iran, Tehran, 2017.

[17] M. Mohammadi Farsam and M. Mahmoodabadi, Comparison of optimization of steel frames by ASD method with I and W sections using genetic algorithm, 11th Nat. Conf. 4th Int. Conf. Struct. Steel 2nd Nat. Conf. Light Steel Frames (LSF), Tehran, 2024.

[18] D.T. Phan, J.B. Lim, T.T. Tanyimboh, A. Wrzesien, W. Sha, and R. Lawson, Optimal design of cold-formed steel portal frames for stressed-skin action using genetic algorithm, Engin. Struct. 3 (2015), no. 2, 36–49.

[19] O. Sadik, M. Degertekin, and S. Hayalioglu, Harmony search algorithm for minimum cost design of steel frames with semi-rigid connections and column bases, Ind. Appl. 42 (2010), no. 5, 755–768.

[20] M. Sepehari Manesh, B. Ahmadi Nadoushan, and H.A. Rahimi Bandarabadi, Optimization of space-frame structures using genetic algorithm based on reliability theory, 12th Nat. Cong. Civil Engin., Tabriz, 2020.

[21] R. Sojoodizadeh and S. Gholizadeh, Elite particle method in discrete optimization of structures, Civil Envir. Engin. 52 (2023), no. 3.

[22] V. Togan, Design of planar steel frames using Teaching: Learning based optimization, Engin. Struct. 34 (2012), no. 4, 225–232.

[23] G. Yanglin, X. Yusong, and X. Lei, Optimal capacity design of eccentrically braced steel frameworks using nonlinear response history analysis, Engin. Struct. 48 (2013), no. 4, 28–36.