[1] El-Khoury, O. and Adeli, H. (2013). Recent advances on vibration control of structures under dynamic loading. Archives of Computational Methods in Engineering, 20(4), 353-360 .
[2] Ghaedi, Kh. Ibrahim, Z. Adeli, H. and Javanmardi, A. (2017). Invited Review: Recent developments in vibration control of building and bridge structures. Journal of Vibroengineering, 19(5), 3564-3580 .
[3] Parulekar, Y. and Reddy, G. (2009). Passive response control systems for seismic response reduction: A state-of-the-art
review. International Journal of Structural Stability and Dynamics, 9(01), 151-177 .
[4] Bhuta, P. G. and Koval, L. R. (1966). A viscous ring damper for a freely precessing satellite. International Journal of Mechanical Sciences, 8(5), 383-395 .
[5] Vandiver, J. Kim. and Mitome, Sh. (1979). Effect of liquid storage tanks on the dynamic response of offshore platforms. Applied Ocean Research, 1(2), 67-74 .
[6] Li, S. J. Li, G. Q. Tang, J. and Li, Q. S. (2002). Shallow rectangular TLD for structural control implementation. Applied Acoustics, 63(10), 1125-1135 .
[7] Torki, M. and Halabian, A. M. (2010). Effects of Tuned Liquid Dampers (TLD) on Damping Shear-type Building Vibrations. Numerical Methods in Engineering (Esteghlal), 28(2), 15-34 .
[8] Sorkhabi, A .A. Malekghasemi, H. and Mercan, O. (2012). Dynamic behaviour and performance evaluation of tuned liquid dampers (TLDs) using real-time hybrid simulation. In: Structures Congress 2012. Chicago, IL, 2153-2162 .
[9] Shokrgozar, H. R. Naeim, K. and Imani Kalasar, H. (2016). Comparison of the Efficiency of Tuned Mass and Tuned Liquid Dampers at High-Rise Structures under Near and Far Fault Earthquakes. Journal of Structural and Construction Engineering, 3(4), 105-119 .
[10] Zhang, Z. (2020). Numerical and experimental investigations of the sloshing modal properties of sloped-bottom tuned liquid dampers for structural vibration control. Engineering Structures, 204.
[11] Enayati, H. and Zahrai, S. M. (2018). A variably baffled tuned liquid damper to reduce seismic response of a five-storey building. Proceedings of the Institution of Civil Engineers: Structures and Buildings, 171(4), 306-315 .
[12] Farshidianfar, A. Oliazadeh, P. and Farivar, H. R. (2009). Optimal parameter’s design in tuned liquid column damper. In: 17th. Annual (International) Conference on Mechanical Engineering–ISME . Iran: Mechanical Engineering.
[13] Gao, H. Kwok, K. C. S. and Samali, B. (1997). Optimization of tuned liquid column dampers. Engineering Structures, 19(6), 476-486 .
[14] Tait, M. J. and Deng, X. (2010). The performance of structure-tuned liquid damper systems with different tank geometries. Structural Control and Health Monitoring, 17(3), 254-277 .
[15] Pandit, A .R. and Biswal, K. C. (2019). Evaluation of dynamic characteristics of liquid sloshing in sloped bottom tanks. International Journal of Dynamics and Control, 187.
[16] Pandit, A. R. and Chandra Biswal, K. (2019). Seismic behavior of partially filled liquid tank with sloped walls. Ocean Engineering, 187 .
[17] Pandit, A. R. and Biswal, K. C. (2020). Seismic control of multi degree of freedom structure outfitted with sloped bottom tuned liquid damper. Structures, 25, 229-240 .
[18] Malekghasemi, H. (2011). Experimental and Analytical Investigations of Rectangular Tuned Liquid Dampers (TLDs). Master of Applied Science, University of Toronto, Department of Civil Engineering.
[19] Chakraborty, S. and Debbarma, R. (2016). Robust optimum design of tuned liquid column damper in seismic vibration control of structures under uncertain bounded system parameters. Structure and Infrastructure Engineering, 12(5), 592-602.
[20] Shoaei, P. and Oromi, H. T. (2019). A combined control strategy using tuned liquid dampers to reduce displacement demands of base-isolated structures: a probabilistic approach. Frontiers of Structural and Civil Engineering, 13(4), 890-903.
[21] Debbarma, R. Chakraborty, S. (2015). Tuned Liquid Column Damper in Seismic Vibration Control Considering Random Parameters: A Reliability Based Approach. in Advances in Structural Engineering, 1491-1504 .
[22] Khang, N. V. Duong, D. T. Huong, N. T. V. Dinh, N. D. T. T. and Phuc, V. D. (2019). Optimal control of vibration by multiple tuned liquid dampers using Taguchi method. Journal of Mechanical Science and Technology, 33(4), 1563-1572 .
[23] Pandey, D .K. Sharma, M. K. and Mishra, S. K. (2019). A compliant tuned liquid damper for controlling seismic vibration of short period structures. Mechanical Systems and Signal Processing, 132, 405-428 .
[24] Zahrai, S. M. Abbasi, S. Samali, B. and Vrcelj, Z. (2012). Experimental investigation of utilizing TLD with baffles in a scaled down 5-story benchmark building. Journal of Fluids and Structures, 28, 194-210 .
[25] Samali, B. and Al-Dawod, M. (2003). Performance of a five-storey benchmark model using an active tuned mass damper and a fuzzy controller. Engineering Structures, 25(13), 1597-1610 .
[26] Haseli, S. and Puorsha, M. (2018). Investigation of the Seismic Responses of Base-isolated Buildings Under the Influence
of Near-field Rround Motions. Amirkabir Journal of Civil Engineering, 50(3), 579-596 .
[27] Banerji, P. Murudi, M. Shah, A. H. and Popplewell, N. (2000). Tuned liquid dampers for controlling earthquake response of structures. Earthquake Engineering & Structural Dynamics, 29(5), 587-602 .
[28] Rezaei, S. Elmi, M. Montazerinamin, M. and Zahrai, S. M. (2014). Design of Tuned Liquid Damper adjusted to reduce the vibrations of semi-high-rise structures. In: 8th National Congress of Civil Engineering . Iran.
[29] Vuruşkan, I. Sert, C. and Özer, M. B. (2014). Simulation of fluid sloshing for decreasing the response of structural systems. In: ASME 2014 12th Biennial Conference on Engineering Systems Design and Analysis, ESDA 2014. American: American Society of Mechanical Engineers, V002T11A011.
[30] Chimakurthi, S. K. Reuss, S. Tooley, M. and Scampoli, S. (2018). ANSYS Workbench System Coupling: a state-of-the-art computational framework for analyzing multiphysics problems. Engineering with Computers, 34(2), 385-411 .