[1] Soong, T., Dargush, G.F., (1997)". Passive energy dissipation systems in structural engineering". John Wiley & Sons, Chichester.
[2] Chen, G., Wu, J., (2001). "Optimal placement of multiple tuned mass dampers for seismic structures". Journal of Structural Engineering, ASCE, 127, pp. 1054-1062.
[3] Igusa, T., Xu, K., (1994). "Vibration control using multiple tuned mass damper". Journal of Sound and Vibration, 175, pp. 491-503.
[4] Li, C., (2000). "Performance of multiple tuned mass dampers for attenuating undesirable oscillations of structures under the ground acceleration” . Earthquake Engineering & Structural Dynamics, 29, pp. 1405-1421.
[5] Kareem, A., Klein, S., (1995). "Performance of multiple tuned mass dampers under random loadings". Journal of Structural Engineering, ASCE, 121(2), pp. 348-361.
[6] Hong, N., Waranitchai, p., (2005). "Design of multiple tuned mass dampers by using numerical optimizer”. Earthquake Engineering and Structural Dynamics, 34, pp. 125-144.
[7] Li, C., (2002). "Optimum multi tuned mass dampers for structures under the ground acceleration based on DDMF and ADMF". Earthquake Engineering & Structural Dynamics, 31, pp. 897-919.
[8] Zuo, L., Nayfeh, S.A., (2005). "Optimization of the individual stiffness and damping parameters inmultiple-tuned-mass-damper systems" Journal of Vibration and Acoustics, Transactions of ASME, 127, pp. 77-83.
]9[ محبی، م.، شاکری ، ک و مجذوب، ح.، (1391). "روشی بر پایه استفاده از الگوریتم ژنتیک برای طراحی بهینهی میراگر جرمی تنظیم شدهی چندگانه تحت ارتعاش زلزله"، مجله علمی - پژوهشی ، عمران مدرس، دوره دوازدهم، شماره1.
[10] Chang, JCH., Soong, TT., (1980) "Structural control using active tuned mas damper". Journal Engineering Mechanics, ASCE, 106, pp.1091–1098.
[11] Ankireddi S., Yang HTY.,(1996) "Simple ATMD control methodology for tall buildings subject to wind loads". Journal of Structural Engineering, ASCE,122, pp.83– 91.
[12] Yan, N., Wang, CM., Balendra, T.,(1999) “Optimum damper characteristics of ATMD for buildings under wind loads". Journal of Structural Engineering ASCE, 125, pp. 1376 –1383.
[13] Nagashima, I., (2001) "Optimal displacement feedback control law for active tuned mass damper". Earthquake Engineering Structural Dynamics, 30)8(, pp. 1221–1242.
14. Shariatmadar, H., Golnargesi, S., Akbarzadeh Totonchi, M.R. (2014) "Vibration control of buildings using ATMD against earthquake excitations through interval type-2 fuzzy logic controller“.Asian Journal of Civil Engineering (Building and Housing), 15, pp.321-338.
[15] Li, Ch., Jinhua, Li., Yan, Qu., (2010) “An optimum design methodology of active tuned mass damper for asymmetric structures" . Mechanical Systems and Signal Processing, 24, pp. 746–765.
[16] Li, C. and Liu, Y., (2002) "Active multiple tuned mass dampers for structures under the ground acceleration". Earthquake Engineering and Structural Dynamics, 31, pp. 1041–1052.
[17] Li, C. and Liu, Y., (2002) "Active multiple tuned mass dampers for structures under the ground acceleration". Earthquake Engineering and Structural Dynamics, 31, pp. 1041–1052.
[18] Li, C., Bilei, Zhu., (2007) " Investigation of response of systems with active multiple tuned mass dampers" . Structural Control and Health Monitoring, 14, pp.1138-1154.
[19] Kumar, A., Poonam, B., Sainib., Sehgal, V.K., (2007) "Active vibration control of structures against earthquakes using modern control theory" , ASIAN Journal of Civil Engineering (Building and Housing) Vol. 8(3) , pp. 283-299.
[20] Li, Ch., Jinhun, Li., Zhiqiang, Yu., Yan, Qu., (2009) "Performance and parametric study of active multiple tuned mass dampers for asymmetric structures under ground acceleration". Journal of Mechanics of Materials and Structures, Vol. 4(3), pp.571-588.
[21] Li, Ch., Jinhua, Li., Yan, Qu., (2010" ( An optimum design methodology of active tuned mass damper for asymmetric structures". Mechanical Systems and Signal Processing, 24, pp. 746–765.
[22] Kevin, K., Wong, F and Gary, C., (1997) "Active control of inelastic structural response during earthquakes". The Structural Design of Tall and Special Buildings, Vol. 6, pp. 125–149.
[23] Miao, P., Kevin, F., (2006) "Predictive instantaneous optimal control of inelastic structures based on ground velocity". The Structural Design of Tall and Special Buildings, 15, pp. 307–324.
[24] Bathe, KJ., (2006) "Finite element procedures". Prentice-Hall, Inc, New Jersey, USA.
[25].Joghataie, A., Mohebbi, M., (2012) "Optimal controller of nonlinear frames by Newmark and distributed genetic algorithms". Structural Design of Tall and Special Buildings, 21, pp. 77-95.
[26] Chang, CC., Yang, HTY., (1994) "Instantaneous optimal control of building frames". Journal of Structural Engineering, ASCE;120, pp. 1307–1326.
[27] Yang, JN., Li, Z and Liu, SC., (1992) "Stable controllers for instantaneous optimal control". Journal of Engineering Mechanics, ASCE,Vol. 118(8), pp. 1612–1630.
[28] Mohebbi, M., Joghataie, A., (2012) "Designing optimal tuned mass dampers for nonlinear frames by distributed genetic algorithms ". Structural Design of Tall and Special Buildings, 21, pp. 57-76.
[29] Mohebbi, M., Shakeri, K., Ghanbarpour, Y., Majzub, H., (2013) "Designing optimal multiple tuned mass dampers using genetic algorithms for mitigating the seismic response of structures ". Journal of Vibration and Control, 19(4), pp.605-625.
[30].Joghataie, A., Mohebbi, M., (2011) "Optimal control of nonlinear frames by considering the effect of response feedback ". Scientia, Iranica, 18(6), pp.1170-1178.
[31] Mühlenbein, H., Schlierkamp-Voosen, D., (1993) "Predictive models for the breeder genetic algorithm: I. Continuous parameter optimization". Evolutionary Computation, 1(1), pp. 25-49.
[32] Baker, J.E., "Reducing bias and inefficiency in the selection algorithm". Proc. ICGA, 2, pp. 14-21.