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 References
1.
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2.
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3.
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4.
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5.
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6.
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7.
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8.
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9.
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10.
Khoshnoudian, F. and Hagdoust, V.R. (2009), "Response of pure-friction sliding structures to three components of earthquake excitation considering variations in the coefficient of friction", Civ. Eng., 16(6), 429-442.

11.
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12.
Maddaloni, G. Caterino, N., Nestovito, G. and Occhiuzzi, A. (2013), "Use of seismic early warning information to calibrate variable dampers for structural control of a highway bridge: Evaluation of the system robustness", Bull. Earthq. Eng., 11(6), 2407-2428. crossref(new window)

13.
Madhekar, S.N. and Jangid, R.S. (2010), "Seismic response control of benchmark highway bridge using variable dampers", Smart Struct. Syst., 6(8), 953-974. crossref(new window)

14.
Marin-Artieda, C., Whittaker, A. and Constantinou, M. (2009), "Experimental study of the XY-friction pendulum bearing for bridge applications", J. Bridge Eng., 14(3), 193-202. crossref(new window)

15.
Moliner, E., Museros, P. and Martinez-Rodrigo, M.D. (2012), "Retrofit of existing railway bridges of short to medium spans for high-speed traffic using viscoelastic dampers", Eng. Struct., 40, 519-528. crossref(new window)

16.
Mosqueda, G., Wittaker, A.S. and Fenves, G.L. (2004), "Characterization and modeling of friction pendulum bearings subjected to multiple components of excitation", J. Struct. Eng., 130(3), 433-442. crossref(new window)

17.
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18.
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19.
Yang, M.-G., Chen, Z.-Q. and Hua, X.-G. (2011), "An experimental study on using MR damper to mitigate longitudinal seismic response of a suspension bridge", Soil Dyn. Earthq. Eng., 31(8), 1171-1181. crossref(new window)

20.
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21.
Wu, S.-P., Zhang, C. and Fang, Z.-Z. (2014), "Design schemes and parameter regression analysis of viscous dampers for cable-stayed bridge", Bridge Constr., 44(5), 21-26.

22.
Zayas, V., Low, S.S. and Main, S.A. (1987), "The FPS earthquake resisting system, experimental report", Report No. UCB'EERC-87/01, Earthquake Engineering Research Center, University of California, Berkeley, CA.