[1] Holland JH. Adaptation in natural and artificial systems: an introductory analysis with applications to biology, control, and artificial intelligence. MIT press; 1992.
[2] Atashpaz-Gargari E, Lucas C. Imperialist competitive algorithm: An algorithm for optimization inspired by imperialistic competition. 2007 IEEE Congr. Evol. Comput., IEEE; 2007, p. 4661–7. https://doi.org/10.1109/CEC.2007.4425083.
[3] Kaveh A. Imperialist Competitive Algorithm. Adv. Metaheuristic Algorithms Optim. Des. Struct., Cham: Springer International Publishing; 2017, p. 353–73. https://doi.org/10.1007/978-3-319-46173-1_11.
[4] Babaei M, Mollayi M. An improved constrained differential evolution for optimal design of steel frames with discrete variables. Mech Based Des Struct Mach 2020;48:697–723. https://doi.org/10.1080/15397734.2019.1657890.
[5] Deb K, Agrawal S, Pratap A, Meyarivan T. Parallel Problem Solving from Nature PPSN VI. chapter A Fast Elit. Non-dominated Sorting Genet. Algorithm Multi-objectiveOptimization NSGA-II, Springer; 2000, p. 849–58.
[6] Babaei M, Mollayi M. Multi-objective optimization of reinforced concrete frames using NSGA-II algorithm. Eng Struct Technol 2016;8:157–64. https://doi.org/10.3846/2029882X.2016.1250230.
[7] Babaei M, Mollayi M. Multiobjective optimal design of reinforced concrete frames using two metaheuristic algorithms. J Eng Res 2021;9. https://doi.org/10.36909/jer.9973.
[8] K. D. Multi-objective optimization using evolutionary algorithms. John-Wiley & Sons; 2001.
[9] Babaei M, Sanaei E. Multi-objective optimal design of braced frames using hybrid genetic and ant colony optimization. Front Struct Civ Eng 2016;10:472–80. https://doi.org/10.1007/s11709-016-0368-4.
[10] Babaei M. Multi-objective optimal number and location for steel outrigger-belt truss system. J Eng Sci Technol 2017;12:2599–612.
[11] Kamgar R, Samea P, Khatibinia M. Optimizing parameters of tuned mass damper subjected to critical earthquake. Struct Des Tall Spec Build 2018;27:e1460. https://doi.org/10.1002/tal.1460.
[12] Dadkhah M, Kamgar R, Heidarzadeh H, Jakubczyk-Gałczyńska A, Jankowski R. Improvement of Performance Level of Steel Moment-Resisting Frames Using Tuned Mass Damper System. Appl Sci 2020;10:3403. https://doi.org/10.3390/app10103403.
[13] Khatibinia M, Gholami H, Kamgar R. Optimal design of tuned mass dampers subjected to continuous stationary critical excitation. Int J Dyn Control 2018;6:1094–104. https://doi.org/10.1007/s40435-017-0386-7.
[14] Salimi M, Kamgar R, Heidarzadeh H. An evaluation of the advantages of friction TMD over conventional TMD. Innov Infrastruct Solut 2021;6:95. https://doi.org/10.1007/s41062-021-00473-5.
[15] Kamgar R, Gholami F, Zarif Sanayei HR, Heidarzadeh H. Modified Tuned Liquid Dampers for Seismic Protection of Buildings Considering Soil–Structure Interaction Effects. Iran J Sci Technol Trans Civ Eng 2020;44:339–54. https://doi.org/10.1007/s40996-019-00302-x.
[16] Symans MD, Constantinou MC. Semi-active control systems for seismic protection of structures: a state-of-the-art review. Eng Struct 1999;21:469–87. https://doi.org/10.1016/S0141-0296(97)00225-3.
[17] Shames IH. Elastic and inelastic stress analysis. CRC Press; 1997.
[18] Mathew L, Prabha C. Effect of fluid viscous dampers in multi-storeyed buildings. Impact Int J Res Eng Technol(IMPACT IJRET) 2014;2:59–64.
[19] Lee D-G, Hong S, Kim J. Efficient siesmic analysis of building structures with added viscoelastic dampers. Eng Struct 2002;24:1217–27. https://doi.org/10.1016/S0141-0296(02)00058-5.
[20] Liu J, Xia K, Zhu C. Intelligent Control Method of Structural Vibration Based on MR Damper. 2009 Second Int. Conf. Futur. Inf. Technol. Manag. Eng., IEEE; 2009, p. 320–2. https://doi.org/10.1109/FITME.2009.85.
[21] Kurata N, Kobori T, Takahashi M, Niwa N, Midorikawa H. Actual seismic response controlled building with semi‐active damper system. Earthq Eng Struct Dyn 1999;28:1427–47.
[22] Cu VH, Han B, Nguyen TN. Optimal parameters of viscous damper for hanged cables in arch bridges. KSCE J Civ Eng 2016;20:847–54. https://doi.org/10.1007/s12205-015-0771-8.
[23] Sonmez M, Aydin E, Karabork T. Using an artificial bee colony algorithm for the optimal placement of viscous dampers in planar building frames. Struct Multidiscip Optim 2013;48:395–409. https://doi.org/10.1007/s00158-013-0892-y.
[24] Amini F, Bagheri A. Optimal control of structures under earthquake excitation based on the colonial competitive algorithm. Struct Des Tall Spec Build 2014;23:500–11. https://doi.org/10.1002/tal.1055.