[1] Anh N D, Nguyen N X and Hoa L T (2013) Design of three-element dynamic vibration absorber for damped linear structures. Journal of Sound and Vibration 332:4482–4495.
[2] Ormondroyd J and Den Hartog J P (1928) The theory of the dynamic vibration absorber. ASME Journal of Applied Mechanics 50(7) 9-22.
[3] Hahnkamm E (1932) Die dampfung von fundaments-chwingungen bei veranderlicher erregergrequenz. Ing Arch. 4:192–201.
[4] Brock J E (1946) A note on the damped vibration absorber. ASME Journal of Applied Mechanics 13(4): A-284.
[5] Crandall S H and Mark W D (1963) Random vibration in mechanical systems. Academic Press, New York.
[6] Warburton G B (1981) Optimum absorber parameters for minimizing vibration response. Earthquake Engineering and structural Dynamics 9:251–262.
[7] Warburton G B (1982) Optimum absorber parameters for various combinations of response and excitation parameters. Earthquake Engineering and structural Dynamics 10:381–401.
[8] Nishihara O and Asami T (2002) Closed-Form Solutions to the Exact Optimizations of Dynamic Vibration Absorbers (Minimizations of the Maximum Amplitude Magnification Factors). Journal of Vibration and Acoustics 124(4): 576-582.
[9] Viana F A C, Kotinda G I, Rade D A and SteffenJr V (2008), Tuning dynamic vibration absorbers by using ant colony optimization. Computers & Structures 86(13–14): 1539–1549.
[10] Brown B and Singh T (2011) Minimax Design of Vibration Absorbers for Linear Damper Systems. Journal of Sound and Vibration 330: 2437–2448.
[11] Tigli O F (2012) Optimum vibration absorber (tuned mass damper) design for linear damped systems subjected to random loads. Journal of Sound and Vibration 331:3035–3049.
[12] Etedali S, Akbari M, & Seifi M, (2019). MOCS-based optimum design of TMD and FTMD for tall buildings under near-field earthquakes including SSI effects. Soil Dynamics and Earthquake Engineering, 119, 36–50.
[13] Hosseinaei S, Ghasemi M R, Etedali S, Optimal Design of Passive and Active Control Systems in Seismic-excited Structures Using a New Modified TLBO, Periodica Polytechnica Civil Engineering, 65(1), pp. 37–55, 2021.
[14] Etedali S, & Mollayi N, (2018), Cuckoo Search-Based Least Squares Support Vector Machine Models for Optimum Tuning of Tuned Mass Dampers, International Journal of Structural Stability and Dynamics, 18(02), 1850028.
[15] Yang, F., Sedaghati, R. and Esmailzadeh, E., (2022), Vibration suppression of structures using tuned mass damper technology: A state-of-the-art review, Journal of Vibration and Control, 28(7-8):812-836.
[16] Khodaie N., (2020), Vibration control of super-tall buildings using combination of tapering method and TMD system, Journal of Wind Engineering & Industrial Aerodynamics 196, 104031.
[17] Elias, S., Matsagar, V., & Datta, T. K., (2019), Along-wind response control of chimneys with distributed multiple tuned mass dampers. Structural Control and Health Monitoring, 26(1), e2275
[18] He, Y. C., & Li, Q., (2014), Dynamic responses of a 492-m-high tall building with active tuned mass damping system during a typhoon. Structural Control and Health Monitoring, 21(5), 705-720.
[19] Zhou, K., Li, Q.-S., & Li, X., (2020), Dynamic Behavior of Supertall Building with Active Control System during Super Typhoon Mangkhut, Journal of Structural Engineering, 146(5), 04020077.
[20] Feng M Q and Mita A (1995) Vibration control of tall buildings using mega sub configuration. Journal of Engineering Mechanics 121(10):1082–1088.
[21] Zhang X, Qin X, Cherry S, Lian L, Zhang J and Jiang J A (2009) New Proposed Passive Mega-Sub Controlled Structure and Response Control , Journal of Earthquake Engineering 13: 252–274.
[22] Zhang X, Zhang J L, Wang D and Jiang J S (2005), Controlling characteristics of passive mega-sub controlled frame subjected to random wind loads, Journal of Engineering Mechanics, 131(10): 1046–1055
[23] Limazie T, Zhang X and Wang X (2013), Vibration control parameters investigation of the Mega-Sub Controlled Structure System (MSCSS). EARTHQ. STRUCT. 5(2): 225-237.
[24] Wang Ch, Lü Z and Tu Y (2011), Dynamic Responses of Core-Tubes with Semi-Flexible Suspension Systems Linked by Viscoelastic Dampers under Earthquake Excitation. Advances in Structural Engineering 14(5): 801-813.
[25] Liu Y and Lu Z (2014), Seismic Performance and Story-Based Stability of Suspended Buildings. Advances in Structural Engineering 17(10) 1531-1550.
[26] Moon K (2009), Tall Building Motion Control Using Double Skin Facades. Journal of Architectural Engineering 15(3): 84–90.
[27] Makino A, Imamiya J and Sahashi N (2008), Seismic vibration control of a high-rise R.C. building by a large tuned mass damper utilizing whole weight of the top floor. The 14th World Conference on Earthquake Engineering, Beijing, China.
[28] Kalehsar H.E., Khodaie N, (2018), Optimization of Response of a Dynamic Vibration Absorber Forming Part of the Main System by the Fixed-point Theory. KSCE J Civ Eng 22, 2354–2361.
[29] Deodatis G (1996), Simulation of ergodic multivariate stochastic processes, Journal of engineering mechanics, 122, 778–787
