Bargi,Kh. (2007). Fundamentals of Earthquake Engineering. First Edittion. University of Tehran.
 Soto,M. (2012). Investigation of Passive Control of Irregular Building Structures using Bidirectional Tuned Mass Damper . MSC, The Ohio State University.
 Abbasi,M. (2012). Investigating and evaluating the performance of mass-dampers regulated in reducing the non-elastic seismic requirements of tall buildings. MSC. University of rajaee Tehran.
 Kareem,A.and Kijewski,T.and Tamura,M. (1999). Mitigation of motions of tall building with specific example of recent application. Journal of Wind and Structure, Vol 2(3), pp 201-251.
 Carlisle,M. (2013). Experimental Investigation into a Passive Auto-Tuning Mass Damper. MSC, University of the Witwatersrand.
 Clark,A. (1988). Multiple Passive Tuned Mass Dampers for Reducing Earthquake induced Building Motion. Proceedings of the 9th World Conference on Earthquake Engineering. Tokyo-Kyoto, Japan, Vol 5, pp 779-784.
 Chen, G. (1996). Multi-stage tuned mass damper. Proceedings of the 11th World Conference on Earthquake Engineering. Acapulco.Mexico, Paper No. 1326.
 Warburton,G,B. Ayorinde, E, O. (1982). Optimum absorber Parameters for Simple Systems. Journal of Earthquake Engineering and Structural Dynamics, Vol 8(3), pp 197-217.
 Villaverde, R. and Koyama, L. (1993). Damped Resonant Appendages to Increase Inherent Damping in Buildings. Earthquake Engineering and Structural Dynamics, Vol 22, pp 491–507.
 Wirsching, P.and Campbell, G.W. (1974). Minimal Structural Response under Random Excitation using the Vibration Absorber. Earthquake Engineering and Structural Dynamics, Vol 2, pp 303–12.
 Abe,M. and Igusa,T. Tuned Mass Dampers for Structures with Closely Spaced Natural Frequencies. Journal of Earthquake Engineering And Structural Dynamics, Vol 24(2), pp 247-261.
 Jangid, R.S. (1995). Dynamic Characteristics of Structures with Multiple Tuned Mass Dampers. Structural Engineering and Mechanics. Vol 28, pp 1041-1049.
 Li, C. (2000). Performance of Multiple Tuned Mass Dampers for Attenuating Undesirable Oscillations of Structures under the Ground Acceleration. Earthquake Engineering and Structural Dynamics, Vol 29, pp 1405-1421.
 Abdullah,M. and Richardson, Hanif. (2001). Use of a Shared Tuned Mass Damper (STMD)to Reduce Vibration and Pounding in djacent. Structures. Earthquake Engineering and Structural Dynamics, Vol 30, pp 1185-1201.
 Zahrai,S.M. and Ghannadi,A. (2008). Seismic Performance of TMDs in Improving the Response of MRF Building. Scientia Iranica, Vol 15, No 1, pp 21-33.
 Tuan,A. and Shang,G.Q. (2014). Vibration Control in a 101-Storey Building using a Tuned Mass Damper. Journal of Applied Science and Engineering, Vol 17, No2, pp 141-156.
 Hirde,S. and Aher.R. (2016). Seismic Evaluation of Irregular Structures. International Journal of Engineering Research, No 5, pp 750-755.
 Soto,M.G. and Adeli,H. (2014). Optimum Tuning Parameters of Tuned Mass Damper for Vibration Control of Irregular High Rise Building Structures. Journal of Civil Engineering and Management, Vol 20(5), pp 609-620.
 Wakchaure,M.R. and Shirish.A, and Nikam,R. (2012). Study of Plan Irregularity on High-Rise Structures. International ournal of Innovative Research&Development, Vol 1(8), PP 269-281.
 Valmundson,E. and Nau,J.M. (1997). Seismic Response of Building Frames with Vertical Structural Irregularities. Journal of Structure Engineering, ASCE, Vol 123 (1) , pp 30-41.
 Siva Konda Reddy,B. and Madhavi,L. and Srikanth,CH. (2018). Analysis of Irregular High Raised RCC Buildings by Using Tuned Mass Damping System. International Journal of Advanced Engineering Research and Science(IJAERS), Vol 5(3),
 Bagheri,S. and Rahmani-Dabbagh,V. (2018). Seismic Response Control with Inelastic Tuned Mass Damper. Journal of Engineering Structures, Vol 172,pp 712-722.
 Wang, W. and Wang,X. and Hua,X. and Song,G. and Chen, Z. and Chen, Z. (2018). Vibration Bridge Deck by a Single- Side Pounding Tuned Mass Damper. Journal of Engineering Strucures, Vol 173, pp 61-75.
 Li, Luya. and Peng, Cui. (2017). Novel Approach of a Nonlinear Tuned Mass Damper with Duffing Stiffness. Journal of Engineering Mechanics , Vol 143(4), 04017004.
 Lu, Zheng, and Kun, Li, and Ying, Zhou. (2018). Comparative Studies on Structures with a Mass Damper and Particle Damper. Journal of Aerospace Engineering. 31(6), 04018090.
 Lin, Jui-Liang. (2017) Top-Story Mass Dampers for Seismic Control of the First Triplet of Vibration Modes of Two-Way Asymmetric-Plan Buildings. Journal of Vibration and Control. 23(18), pp 2962-2976.
 Sadek,F. and Mohraz,B. and Taylor,A.W. and Chung, R.M. (1997). A Method of Estimating the Parameters of Tuned Mass Dampers for Seismic Applications. Earthquake Engineering & Structural Dynamic, Vol 26, pp 617-635.