1. 1. J. P. Den Hartog, “Mechanical Vibrations,” Fourth Edition, McGraw-Hill Book Company, New York, pp. 103- 132, 1956.
   2.  Y. Fujino, and M. Abe, “Design formulas for tuned mass dampers based on a perturbation technique,” Earthquake Engineering & Structural Dynamics, vol. 22, no.10, pp. 833- 854, Oct (1993).
   3.  H.C. Tsai, and G.C. Lin, (1993). “Optimum tuned‐mass dampers for minimizing steady‐state response of support‐excited and damped systems,” Earthquake Engineering & Structural Dynamics, vol. 22, no. 11, pp. 957- 973, Nov 1993.
   4. R. Rana, and T.T. Soong, “Parametric study and simplified design of tuned mass dampers,” Engineering Structures, vol. 20, no. 3, pp. 193-204, Mar 1998.
   5. N. Hoang, Y. Fujino, and P. Warnitchai, “Optimal tuned mass damper for seismic applications and practical design formulas,” Engineering Structures, vol. 30, no. 3, pp. 707-715, Mar 2008.
   6. K. S. Jagadish, B. K. Prasad, and P. V. Rao, “The inelastic vibration absorber subjected to earthquake ground motions,” Earthquake Engineering & Structural Dynamics, vol. 7 no. 4, pp. 317–326, July 1979.
   7. M. Abe, “Tuned mass dampers for structures with bilinear hysteresis,” Journal of Engineering Mechanics, vol. 122, no. 8, pp. 797-800, Aug 1996.
   8. M. G. Soto, and H. Adeli, “Tuned mass dampers,” Archives of Computational Methods in Engineering, vol. 20, no. 4, pp. 419-431, Dec 2013.