[1] Lee, D. and Taylor, D P. (2001). Viscous damper development and future trends. The Structural Design of Tall and Special Buildings, 10(5), 311-320.
[2] Høgsberg, J. and Brodersen, M L. (2016). Hybrid viscous damper with filtered integral force feedback control. Journal of Vibration and Control, 22(6), 1645-1656.
[3] Silwal, B. and Michael, R J. and Ozbulut, O E. (2015). A superelastic viscous damper for enhanced seismic performance of steel moment frames. Engineering Structures, 105, 152-164.
[4] Tubaldi, E. and Ragni, L. and Dall'Asta, A. (2015). Probabilistic seismic response assessment of linear systems equipped with nonlinear viscous dampers. Earthquake Engineering and Structural Dynamics, 44(1), 101-120.
[5] Naghipour, M. and Salim Bahrami, S R. (2017). Improving the seismic performance of eccentrically braced frames by using a ductile element. Journal of Structural and Constructional Engineering, 4(3), 18-27.
[6] Mahmoudi Sahebi, M. and Khanjani, F. (2017). Evaluation of seismic performance of X bracing systems equipped with flexural yielding dampers. Journal of Structural and Constructional Engineering, 4(2), 123-138.
[7] Yu, Y-J. and Tsai, K-C. and Li, C-H. and Weng, Y-T. and Tsai, C-Y. (2013). Earthquake response analyses of a full-scale five-story steel frame equipped with two types of dampers. Earthquake Engineering and Structural Dynamics, 42(9), 1301-1320.
[8] Akcelyan, S. and Lignos, D G. and Hikino, T. (2018). Adaptive numerical method algorithms for nonlinear viscous and bilinear oil damper models subjected to dynamic loading. Soil Dynamics and Earthquake Engineering, 113, 488-502.
[9] Kamgar, R. and Hatefi, S M. and Majidi, N. (2018). A Fuzzy Inference System in Constructional Engineering Projects to Evaluate the Design Codes for RC Buildings. Civil Engineering Journal, 4(9), 2155-2172.
[10] Kamgar, R. and Khatibinia, M. and Khatibinia, M. (2019). Optimization criteria for design of tuned mass dampers including soil–structure interaction effect. Internationa Journal of Optimization in Civil Engineering, 9(2), 213-232.
[11] Kaveh, A. and Ilchi Ghazaan, M. (2015). A comparative study of CBO and ECBO for optimal design of skeletal structures. Computers and Structures, 153, 137-147.
[12] Kaveh, A. and Bakhshpoori, T. and Azimi, M. (2015). Seismic optimal design of 3D steel frames using cuckoo search algorithm. The Structural Design of Tall and Special Buildings, 24(3), 210-227.
[13] Kamgar, R. and Khatibinia, M. (2017). Multi-objective optimization design of tuned mass damper system subjected to critical excitation. Modares Civil Engineering Journal, 17(4), 153-164.
[14] Kamgar, R. and Samea, P. and Khatibinia, M. (2018). Optimizing parameters of tuned mass damper subjected to critical earthquake. The Structural Design of Tall and Special Buildings, 27(7), e1460.
[15] Khatibinia, M. and Gholami, H. and Kamgar, R. (2018). Optimal design of tuned mass dampers subjected to continuous stationary critical excitation. International Journal of Dynamics and Control, 6(3), 1094-1104.
[16] Najafzadeh, M. and Tafarojnoruz, A. (2016). Evaluation of neuro-fuzzy GMDH-based particle swarm optimization to predict longitudinal dispersion coefficient in rivers. Environmental Earth Sciences, 75(2), 157.
[17] Khaledy, N. and Habibi, A R. and Memarzadeh, P. (2019). Minimum weight and drift design of steel moment frames subjected to blast. International Journal of Optimization in Civil Engineering, 9(1), 39-63.
[18] Khatibinia, M. and Yazdani, H. (2018). Accelerated multi-gravitational search algorithm for size optimization of truss structures. Swarm and Evolutionary Computation, 38, 109-119.
[19] Gholizadeh, S. and Poorhoseini, H. (2016). Seismic layout optimization of steel braced frames by an improved dolphin echolocation algorithm. Structural Multidisciplinary Optimization, 54(4), 1011-1029.
[20] Mazzoni, S. and McKenna, F. and Scott, M H. and Fenves, G L. (2006). OpenSees command language manual. Pacific Earthquake Engineering Research Center.
[21] Soong, T T. and Dargush, G F. (1997). Passive energy dissipation systems in structural engineering. Wiley
[22] Symans, M. and Constantinou, M. (1998). Passive fluid viscous damping systems for seismic energy dissipation. ISET Journal of Earthquake Technology, 35(4), 185-206.
[23] Mirjalili, S. (2015). How effective is the Grey Wolf optimizer in training multi-layer perceptrons. Applied Intelligence, 43(1), 150-161.
[24] Mirjalili, S. and Mirjalili, S M. and Lewis, A. (2014). Grey wolf optimizer. Advances in Engineering Software, 69, 46-61.
[25] Mirjalili, S. and Saremi, S. and Mirjalili, S M. and Coelho, L d S. (2016). Multi-objective grey wolf optimizer: A novel algorithm for multi-criterion optimization. Expert Systems with Applications, 47, 106-119.
[26] Chopra, A K. (2017). Dynamics of structures: theory and applications to earthquake engineering. Prentice-hall International Series.
[27] Choi, I-R. and Park, H-G. (2011). Cyclic Loading Test for Reinforced Concrete Frame with Thin Steel Infill Plate. Journal of Structural Engineering, 137(6), 654-664.
[28] Benavent-Climent, A. and Oliver-Saiz, E. and Donaire-Avila, J. (2015). New connection between reinforced concrete building frames and concentric braces: Shaking table tests. Engineering Structures, 96, 7-21.
[30] Pall, A S. and Marsh, C. (1982). Response of friction damped braced frames. Journal of Structural Engineering, 108(9), 1313-1323.
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