[1]. Tamura Y,.Kousaka R andModi V.(1988). practical application of nutation damper for supperessing wind-induced vibratiobs of airport towers, Journal of Wind engineering and industrial Aerodynamics, )41-44(, 1919-1930
[2]. Ueda T., Nakagaki R, Koshida K.,(1992). Supperssion of wind-induced vibration by dynamic dampers in tower-like structures, Journal of wind Enginnering and industeral Aerodynamics, )41-44(, 1907-1918
[3]. Wakahara T., Shimada K., Tamura Y,(1994). Practical application of tuned liquid damper for all buildings, proceeding in the 12th ASCE Structures Congress, Atlanta Georgia, USA, 851-856
[4]. Sato T,. (1987), Tuned sloshing damper, Japan Journal of Wind Engineering, (32), 67-68
[5]. Modi V and Welt F. (1988). Damping of wind induced oscillations through sloshing, Journal of wind Engineering and industrial Aerodynamics, (30), 85-94
[6].EL Damatty A. A. (2002). Studies on the application of tuned liquid dampers to up-grade the seismic resistance of structures, ICLR Research, No. 17.
[7].Tondl A., Runjigork M., Verhulst F., and Nabergoj R. (2000). Auto parametric resonance in mechanical systems, Cambridge University, New York.
[8]. Symans M. D.and Constantinou M. C., (1997). Seismic testing of a building structure with a semi-active fluid damper control system, Earthquake Engineering and Structural Dynamics, (26), 759-777.
[9]. Sadek F. and Mohraz B., (1998). Semi-active Control Algorithms for Structures With Variable Dampers, Journal of Engineering Mechanics, (124), 981-990.
[10]. Liang Teng T., peng C. p. and chun chuang, (2000). A study on the application of fuzzy theory to structural active control, Computer methods in applied mechanics and engineering, (189), 439-448.
[11]. Samali B. AL-Dawod M. Kwok K.and Fazel Naghdy, (2004). Active control of cross wind response of 76-story tall building using a fuzzy controller, Journal of Engineering Mechanics, (130), No. 4, 492-498.
[[1]2]. Y. k. and Hurlebaus S, (2010). Model based multi-input, multi-output supervisory semi-active nonlinear fuzzy controller, Computer-applied civil and infrastructure Engineering, (25), 387-393.
[[1]3]. Pourzeynali S, Lavasani H. H. and Modarayi A. H, (2007). Active control of high rise building structures using fuzzy logic and genetic algorithm, Engineering Structures, (29), 346-357.
[14].Zahrai S. M. and Shafieezadeh A., (2009). Semi active control of the wind excited benchmark tall building using a fuzzy controller , Iranian journal of Science & Technology, (33), 1-14.
[15].Tait M.J,.EI Damatty A. A., Isyumov N., and Siddique M.R(2005). Numerical flow models to simulate tuned liquid dampers (TLD) with slat screens, Journal of Fluids and structures, (20), 1007-1023
[16]. Love J.S. and.Tait M. J. (2010). Nonlinear simulation of a tuned liquid damper with damping screens using a modal expansion technique, Journal of fluids and Structures, (26),1058-1077.
[17]. Zahrai S.M, Abbasi S, Samali and B. Vrcelj Z (2011). Experimental investigation of utilizing TLD with baffles in a scaled down 5- story benchmark building, journal of Fluids and structures.
[19]. Zahrai S. M. and Enayati H., (2017). Semi-Active Control of a SDOF Structure Using Tuned Liqiud Damper With Variable Baffles, STRUCTURE AND STEEL, 14(210018), 69-96.
[20]. Wang L., A Course in Fuzzy systems and control, Prentice-Hall International, Inc.
[21]. Karamodin A, Irani, F. Baghban A. (2011). Effectivenss of a fuzzy controller on the damage index of nonlinear benchmark buildings, Scientica Iranica, (19), No.1, 1-10
[22]. Kim H. S. and Roschke P. N. (2006). Design of fuzzy logic controller for smart base isolation system using
genetic algorithm, Engineering Structures, (28), 84–96.
[23]. حیدرزاده محمد و زهرایی سیدمهدی، (1383)، میراگرهای مایع تنظیم شده برای کنترل غیرفعال سازه ها، پژوهشنامه زلزله شناسی و مهندسی زلزله، 37-46.