___

• [1] Yang, Z.; Xu, YL.; Lu, XL. Experimental seismic study of adjacent buildings with fluid dampers. Journal of Structural Engineering. 2003; 129(2), 197-205.
• [2] Zhang, W.S.; Xu, Y.L. Dynamic characteristics and seismic response of adjacent buildings linked by discrete dampers. Earthquake Engineering & Structural Dynamics. 1999; 28(10), 1163-1185.
• [3] Zhang, W.S.; Xu, Y.L. Vibration analysis of two buildings linked by maxwell model-defined fluid dampers. Journal of Sound and Vibration. 2000; 233(5), 775-796.
• [4] Zhu, H.P.; Ge, D.D.; Huang, X. Optimum connecting dampers to reduce the seismic responses of parallel structures. Journal of Sound and Vibration. 2011; 330(9), 1931-1949.
• [5] Bhaskararao, A.V.; Jangid, R.S. Seismic analysis of structures connected with friction dampers. Engineering Structures. 2006a; 28(5), 690-703.
• [6] Bhaskararao, A.V.; Jangid, R.S. Seismic response of adjacent buildings connected with friction dampers. Bulletin of Earthquake Engineering. 2006b; 4(1), 43-64.
• [7] Hadi, M.N.S.; Uz, M.E. Investigating the optimal passive and active vibration controls of adjacent buildings based on performance indices using genetic algorithms. Journal of Engineering Optimization. 2014; 1-22.
• [8] Ng, C.L.; Xu, Y.L. Seismic response control of a building complex utilizing passive friction damper: Experimental investigation. Earthquake Engineering & Structural Dynamics. 2006; 35(6), 657-677.
• [9] Uz, M.E. Optimum design of semi-active dampers between adjacent buildings of different sizes subjected to seismic loading including soil-structure interaction. PhD Thesis, School of Civil, Mining and Environmental Eng., University of Wollongong, Wollongong, Australia, 2013.
• [10] Uz, M.E.; Hadi, M.N.S. Optimal design of semi active control for adjacent buildings connected by MR damper based on integrated fuzzy logic and multiobjective genetic algorithm. Journal of Engineering Structures. 2014; 69, 135-148.
• [11] Xu, Y.L.; Zhang, W.S. Closed-form solution for seismic response of adjacent buildings with linear quadratic gaussian controllers. Earthquake Engineering & Structural Dynamics. 2002; 31(2), 235-259.
• [12] Ying, Z.G.; Ni, Y.Q.; Ko, J.M. Stochastic optimal coupling-control of adjacent building structures. Computers & Structures. 2003; 81(30-31), 2775-2787.
• [13] Westermo, B. The dynamics of interstructural connection to prevent pounding. Earthquake Engineering and Structural Dynamics. 1989; 18, 687- 699.
• [14] Ni, Y.Q.; Ko, J.M.; Ying, Z.G. Random seismic response analysis of adjacent buildings coupled with non-linear hysteretic dampers. Journal of Sound and Vibration. 2001; 246(3), 403-417.
• [15] Yoshida, O.; Dyke, S.J. Seismic control of a nonlinear benchmark building using smart dampers. Journal of Engineering Mechanics. 2004; 130(4), 386-392.
• [16] Luco, J.E.; De Barros, F.C.P. Optimal damping between two adjacent elastic structures. Earthquake Engineering & Structural Dynamics. 1998; 27(7), 649-659.
• [17] Bharti, S.D.; Dumne, S.M.; Shrimali, M.K. Seismic response analysis of adjacent buildings connected with MR dampers. Engineering Structures. 2010; 32(8), 2122- 2133.
• [18] Ok, S.Y.; Song, J.; Park, K.S. Optimal design of hysteretic dampers connecting adjacent structures using multi-objective genetic algorithm and stochastic linearization method. Engineering Structures. 2008; 30(5), 1240-1249.
• [19] Ahlawat, A.S.; Ramaswamy, A. Multiobjective obtimal absorber system for torsionally coupled seismically excited structures. Engineering Structures. 2003; 25, 941-950.
• [20] Arfiadi, Y.; Hadi, M.N.S. Optimal direct (static) output feedback controller using real coded genetic algorithms. Computers & Structures. 2001; 79(17), 1625- 1634.
• [21] Spencer, J.B.; Dyke, S.; Sain, M.; Carlson, J. Phenomenological model for magnetorheological dampers. Journal of Engineering Mechanics. 1997; 123(3), 230-238.
• [22] MATLAB, ed. Natick, MA: The Math Works, Inc., R2011b.
• [23] Levine, W.S.; Athans, M. On the determination of the optimal constant output feedback gains for linear multivariable systems. IEEE Transactions on Automatic Control. 1970; 15(1), 44-48.
• [24] Lewis, F.; Syrmos, V. Optimal control. John Wiley & Sons, New York, 1995.
• [25] Motra, G.B.; Mallik, W.; Chandiramani, N.K. Semiactive vibration control of connected buildings using magnetorheological dampers. Journal of Intelligent Material Systems and Structures. 2011; 22(16), 1811- 1827.
• [26] Abdel Raheem, S.; Hayashikawa, T.; Dorka, U. Ground motion spatial variability effects on seismic response control of cable-stayed bridges. Earthquake Engineering and Engineering Vibration. 2011; 10(1), 37- 49.
• [27] Yoshida, O.; Dyke, S.J.; Giacosa, L.M.; Truman, K.Z. Experimental verification of torsional response control of asymmetric buildings using MR dampers. Earthquake Engineering & Structural Dynamics. 2003; 32(13), 2085-2105.
• [28] Spencer, J.B.F.; Suhardjo, J.; Sain, M.K. Frequency domain optimal control strategies for aseismic protection. Journal of Engineering Mechanics. 1994; 120(1), 135-158.
• [29] Pourzeynali, S.; Lavasani, H.H.; Modarayi, A.H. Active control of high rise building structures using fuzzy logic and genetic algorithms. Engineering Structures. 2007; 29(3), 346-357.