[1]. Klein, R. G. and Healy, M. D. (1985) Semiactive control of wind induced oscillations in structures, Proceedings of the 2nd International Conference on Structural Control, Univ. of Waterloo, Ontario, Canada, 187–195. 110
[2]. Seto, K. (1994). Vibration control method for flexible structures arranged in parallel. In Proc. First World Conference on Structural Control, 2, 62-71.
[3]. Gurley, K., Kareem, A., Bergman, L. A., Johnson, E. A. and Klein, R. E. (1994) Coupling tall buildings for control of response to wind, Structural Safety and Reliability: Proceedings of ICOSSAR '93, the 6th International Conference on Structural Safety and Reliability, Balkema, Rotterdam, 1553-1560
[4]. Housner, G. W., Bergman, L. A., Caughey, T. K., Chassiakos, A. G., Claus, R. O., Masri, S. F., Skelton, R. E., Soong, T. T., Spencer, B. F. and Yao, J. T. P. (1997) Structural control: Past, present, and future, Journal of Engineering Mechanics, 123(9), 897-971.
[5]. Luco, J. E. and Debarros, F. C. P. (1998) Optimal damping between two adjacent elastic structures, Earthquake Engineering and Structural Dynamics, 27, 649-659.
[6]. Xu, Y. L., He, Q. and Ko, J. M. (1999) Dynamic response of damper-connected adjacent buildings under earthquake excitation, Engineering Structures, 21(2), 135-148.
[7]. Christenson, R. E., Spencer, B. F. and Johnson, E. A. (1999) Coupled building control using active and smart damping strategies., Proc.,5th Int. Conf. on Application of Artificial Intelligence to Civil Engineering and Structural Engineering, Edinburgh, Scotland, 187–195.
[8]. Ni, Y. Q., Ko, J. M. and Ying, Z. G. (2001) Random seismic response analysis of adjacent buildings coupled with non-linear hysteretic dampers, Journal of Sound and Vibration, 246(3), 403-417.
[9]. Science pan of floods and disasters, (2008), Regional office for Asia and Pacific strengthening International Science for the Benefit of Science.
[10]. Hadi, M. N. S. and Uz, M. E. (2009) Improving the dynamic behaviour of adjacent buildings by connecting them with fluid viscous dampers, 2nd International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering, Island of Rhodes, Greece, 280.
[11]. Zhou H, Sun L, Xing F. Damping of Full-Scale Stay Cable with Viscous Damper: Experiment and Analysis. Adv Struct Eng 2014;17:265–74. doi:10.1260/1369-4332.17.2.265.
[12]. Adili, E., Normashiri, K., Mastan, M. (2015) Investigation on the presence of viscous dampers in the building movement, 3rd international conference in the modern methods in civil engineering, Tehran, Iran.
[13]. Hadi, M. N., & Uz, M. E. (2015). Investigating the optimal passive and active vibration controls of adjacent buildings based on performance indices using genetic algorithms. Engineering Optimization, 47(2), 265-286.
[14]. Farghaly, A. A. (2015). Seismic analysis of 3-D two adjacent buildings connected by viscous dampers with effect of underneath different soil kinds. Smart Structures and Systems, 15(5), 1293-1309.
[15]. Bigdeli, K., Hare, W., Nutini, J., & Tesfamariam, S. (2016). Optimizing damper connectors for adjacent buildings. Optimization and Engineering, 17(1), 47-75.
[16]. Liu, S., & Shi, W. (2017). Damping Effect of Adjacent Structures Connected with Viscous Dampers Using Shaking Table Test. DEStech Transactions on Engineering and Technology Research, (iccere).
[17]. Kandemir-Mazanoglu, E. C., & Mazanoglu, K. (2017). An optimization study for viscous dampers between adjacent buildings. Mechanical Systems and Signal Processing, 89, 88-96.
[18]. Wu, Q. Y., Zhu, H. P., & Chen, X. Y. (2017). Seismic fragility analysis of adjacent inelastic structures connected with viscous fluid dampers. Advances in Structural Engineering, 20(1), 18-33.
[19]. Impollonia, N., & Palmeri, A. (2018). Seismic performance of buildings retrofitted with nonlinear viscous dampers and adjacent reaction towers. Earthquake Engineering & Structural Dynamics, 47(5), 1329-1351.
[20]. Pérez, L. A., Avila, S., & Doz, G. (2014). Seismic response control of adjacent buildings connected by viscous and hybrid dampers. In Dynamics of Civil Structures, Volume 4 (pp. 433-440). Springer, Cham.
[21]. Patel, C. C., & Jangid, R. S. (2014). Dynamic response of identical adjacent structures connected by viscous damper. Structural Control and Health Monitoring, 21(2), 205-224.
[22]. Tubaldi, E. (2015). Dynamic behavior of adjacent buildings connected by linear viscous/viscoelastic dampers. Structural Control and Health Monitoring, 22(8), 1086-1102.
[23]. Pargoo, N. S., Hejazi, F., & Jabbar, S. (2017, July). Preventing Seismic Pounding of Adjacent Structures Using Viscous Wall Damper Device. In Global Civil Engineering Conference, 561-577. Springer, Singapore.
[24]. Bertero, V. V. (1986) Observation of structural pounding, Proceedings of the International Conference on the Mexico Earthquake-1985, ASCE, Mexico City, Mexico, 264-278.
[25]. Housner, G. W., Soong, T. T. and Masri, S. F. (1994) Second generation of active structural control in civil engineering, Proceedings of the First World Conference on Structural Control, Pasadena, California.
[26]. Soong, T. T. and Dargush, G. F. (1997) Passive energy dissipation systems in structural engineering, John Wiley & Sons, Chichester, New York.
[27]. Qi, X. X. and Chang, K. L. (1995) Study of application of viscous dampers in seismic joints, proceeding of the International Conference on Structural Dynamics, Vibration, Noise and Control, Hong Kong.
[28]. Taylor, D. P. and Constantinou, M. C. (1998) Development and testing of an improved fluid damper configuration for structures having high rigidity, Proceeding of the 69th Shock and Vibration Symposium.
[29]. Okhovvat., H., Amirkhani, A., Zarkesh, A. and Pourjafar, M. (2015) An introduction to the novel vibration control approaches in tall buildings, Journal of Architecture and Building, 10(1), 49-57.
[30]. Sarlis AA, Constantinou MC. Modeling triple friction pendulum isolators in program SAP2000. Doc Distrib to Eng Community Together with Ex 2010.
)