[1] Klir G. J., and Bo Y., eds, “Fuzzy sets, fuzzy logic, and fuzzy systems: selected papers by Lotfi A Zadeh”, Vol.6. World Scientific, 1996.
[2] Mamdani E.H., "Applications of fuzzy algorithms for control of simple dynamic plant", Proc. Iee, 1974, Vol.121, pp.1585-1588.
[3] Brown C.B., and Yao J. TP, "Fuzzy sets and structural engineering", Journal of structural engineering, 1983, Vol.109, No.5, pp.1211-1225.
[4] Battaini M., Casciati F., and Faravelli L., "Fuzzy control of structural vibration. An active mass system driven by a fuzzy controller", Earthquake Engineering & Structural Dynamics, 1998, Vol.27, No.11, pp.1267-1276.
[5] Choi K.M, Cho S.W, Jung H.J, and Lee I.W, "Semi‐active fuzzy control for seismic response reduction using magnetorheological dampers", Earthquake engineering & structural dynamics, 2004, Vol.3, No.6, pp.723-736.
[6] Yan G., and Zhou L.L., "Integrated fuzzy logic and genetic algorithms for multi-objective control of structures using MR dampers", Journal of sound and vibration, 2006, Vol.296, No.1-2, pp.368-382.
[7] Das D., Datta T.K., and Madan A., "Semiactive fuzzy control of the seismic response of building frames with MR dampers", Earthquake engineering & structural dynamics, 2012, Vol.41, No.1, pp.99-118.
[8] Arsava K.S., Kim Y., Kim K.H., and Shin B.S., "Smart fuzzy control of reinforced concrete structures excited by collision-type forces", Expert Systems with Applications, 2015, Vol.42, No.21, pp.7929-7941.
[9] Yang M.G, and Cai C.S., "Longitudinal vibration control for a suspension bridge subjected to vehicle braking forces and earthquake excitations based on magnetorheological dampers", Journal of Vibration and Control, 2016, Vol.22, No.17, pp.3659-3678.
[10] Hagras H., "Type-2 FLCs: A new generation of fuzzy controllers", IEEE Computational Intelligence Magazine, 2007, Vol.2, No.1, pp.30-43.
[11] Jammeh E., Fleury M., Wagner C., Hagras H., and Ghanbari M., "Interval type-2 fuzzy logic congestion control of video streaming", In 2008 IET 4th International Conference on Intelligent Environments, IET, 2008, pp.1-8.
[12] Bathaei A, Zahrai S.M., and Ramezani M., "Semi-active seismic control of an 11-DOF building model with TMD+ MR damper using type-1 and-2 fuzzy algorithms", Journal of vibration and control, 2018, Vol.24, No.13, pp.2938-2953.
[13] Paul S., Yu W., and Li X., "Bidirectional active control of structures with type-2 fuzzy PD and PID", International Journal of Systems Science, 2018, Vol.49, No.4, pp.766-782.
[14] Hashemi S. and Zahrai S.M. "Semi-active fuzzy control of nine-story nonlinear structure with series combination of TMD and MR dampers", Modares Civil Engineering Journal, 2019, Vol.19, No.2, pp.209-222, In Persian.
[15] Ohtori Y., Christenson R. E., Spencer B. F., and Dyke S. J., "Benchmark control problems for seismically excited nonlinear buildings", Journal of engineering mechanics, 2004, Vol.130, no.4, pp.366-385.
[16] Ok S.Y, Kim D.S, Park K.S, and Koh H.M, "Semi-active fuzzy control of cable-stayed bridges using magneto-rheological dampers", Engineering structures, 2007, Vol.29, No.5, pp.776-788.
[17] Abdeddaim M., Ounis A., Djedoui N., and Shrimali M.K., "Reduction of pounding between buildings using fuzzy controller", 2016, pp.985-1005.