[1] Housner, G.W., Bergman, L.A., Caughey, T.K., Chassiakos, A.G., Claus, R.O., Masri, S.F., Skelton, R.E., Soong, T.T., Spencer, B.F., and Yao, J.T.P. (1997), "Structural Control: Past, Present, and Future”, Journal of Engineering Mechanics", 123(9), pp.897–971.
[2] Soong, T.T., and Dargush, G.F. (1997), "Passive Energy Dissipation Systems in Structural Engineering", John Wiley & Sons.
[3] Den Hartog, J.P. (1956), "Mechanical Vibrations", 4th Edition, McGraw-Hill.
[4] Warburton, G.B. (1982), "Optimum Absorber Parameters for Various Combinations of Response and Excitation Parameters", Earthquake Engineering & Structural Dynamics, 10(3), pp.381–401.
[5] Igusa, T., and Xu, K. (1994), "Vibration Control Using Multiple Tuned Mass Dampers", Journal of Sound & Vibration, 175(4), pp.491–503.
[6] Li, C. (2000), "Performance of Multiple Tuned Mass Dampers for Attenuating Undesirable Oscillations of Structures under the Ground Acceleration", Earthquake Engineering & Structural Dynamics, 29(9), pp.1405–1421.
[7] Li, C. (2002), "Optimum Multiple Tuned Mass Dampers for Structures under the Ground Acceleration Based on DDMF and ADMF", Earthquake Engineering & Structural Dynamics, 31(4), pp.897–919.
[8] Singh, M.P., Singh, S., and Moreschi, L.M. (2002), "Tuned Mass Dampers for Response Control of Torsional Buildings", Earthquake Engineering & Structural Dynamics, 31(4), pp.749–769.
[9] Chen, G., and Wu, J. (2003), "Experimental Study on Multiple Tuned Mass Dampers to Reduce Seismic Responses of a Three-Storey Building Structure", Earthquake Engineering & Structural Dynamics, 32(5), pp.793–810.
[10] Hoang, N., Fujino, Y., and Warnitchai, P. (2008), "Optimal Tuned Mass Damper for Seismic Applications and Practical Design Formulas", Engineering Structures, 30(3), pp.707–715.
[11] Moon, K.S. (2010), "Vertically Distributed Multiple Tuned Mass Dampers in Tall Buildings: Performance Analysis and Preliminary Design", The Structural Design of Tall and Special Buildings, 19(3), pp.347–366.
[12] Akhlagh Pasand, A., and Zahrai, S.M. (2024), "Seismic Control of Tall Buildings Using Vertically Distributed Multiple Tuned Mass Dampers", The Structural Design of Tall and Special Buildings, 33(3), pp.2123.
[13] Wong, K.K.F., and Harris, J.L. (2012), "Seismic Damage and Fragility Analysis of Structures with Tuned Mass Dampers Based on Plastic Energy", The Structural Design of Tall and Special Buildings, 21(4), pp.296–310.
[14] Vamvatsikos, D., and Cornell, C.A. (2002), "Incremental Dynamic Analysis", Earthquake Engineering & Structural Dynamics, 31(3), pp.491–514.
[15] Alavi, B., and Krawinkler, H. (2004), "Behavior of Moment-Resisting Frame Structures Subjected to Near-Fault Ground Motions", Earthquake Engineering & Structural Dynamics, 33(6), pp.687–706.
[16] Baker, J.W. (2007), "Quantitative Classification of Near-Fault Ground Motions Using Wavelet Analysis", Bulletin of the Seismological Society of America, 97(5), pp.1486–1501.
[17] Shahi, S.K., and Baker, J.W. (2014), "NGA-West2 Models for Ground-Motion Directionality", Earthquake Spectra, 30(3), pp.1285–1300.
[18] Araz, O., Elias, S., and Kablan, F. (2023), "Seismic-Induced Vibration Control of a Multi-Story Building with Double Tuned Mass Dampers Considering Soil-Structure Interaction", Soil Dynamics & Earthquake Engineering, 165, pp.107654.
[19] Sobhanian, R., Sabouri, J., and Dabiri, R. (2024), "Optimal parameter design of multiple tuned mass damper for tall buildings using multi-objective particle swarm optimization algorithm considering soil-structure interaction effects", Cadernos de Educação Tecnologia e Sociedade, 17(3), pp.216-230.
[20] Lin, Y., and Liu, T. (2024), "Seismic Vibration Control and Multi-Objective Optimization of Transmission Tower with Tuned Mass Damper under Near-Fault Pulse-Like Ground Motions", Buildings, 14(11), pp.3572.
[21] Elias, S., and Djerouni, S. (2024), "Optimum Tuned Mass Damper Inerter under Near-Fault Pulse-Like Ground Motions of Buildings Including Soil-Structure Interaction", Journal of Building Engineering, 85, pp.108674.
[22] Fu, B., Liu, X., and Chen, J. (2024), "Machine Learning-Based Hybrid Optimization Method for Tuned Mass Damper Considering Seismic Soil-Structure Interaction", Journal of Earthquake Engineering, 28, pp.3410–3439.
[23] Zamani, F., Alavi, S.H., Mashayekhi, M., and Hosseini, M. (2025), "Optimum Design of Double Tuned Mass Dampers Using Multiple Metaheuristic Multi-Objective Optimization Algorithms under Seismic Excitation", Frontiers in Built Environment, 11, pp.1559530.
[24] Pozos-Estrada, A., Martin del Campo-Preciado, J O. and Pozos-Estrada, O. (2024), "Fragility Curves of a Slender Structure Fitted with Tuned Mass Dampers Subjected to Turbulent Wind and Seismic Loading", Ingeniería, Investigación y Tecnología, 25(4), pp.1–15.
[25] Ghorbani, H.R., and Rofooei, F.R. (2020), "A Novel Double Slip Loads Friction Damper to Control the Seismic Response of Structures", Engineering Structures, 225, pp.111273.
[26] Filippou, F. C., Popov, E.P. and Bertero, V.V. (1983), "Effects of Bond Deterioration on Hysteretic Behavior of Reinforced Concrete Joints", Report EERC 83-19, Earthquake Engineering Research Center, University of California, Berkeley.
[27] Vamvatsikos, D. (2011), "Performing incremental dynamic analysis in parallel", Computers & Structures, 89(1–2), pp.170-180.
