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Abrahamson, N.A., Schneider, J.F. and Stepp, J.C. (1991), "Empirical spatial coherency functions for application to soil-structures interaction analyses", Earthq. Spectra, 7(1), 25-32.

Buckle, I.G. and Mayes, R.L. (1990), "Seismic isolation history: application and performance-a world review", Earthq. Spectra, 6(2), 161-201. crossref(new window)

Casalotti, A., Arena, A. and Lacarbonara, W. (2014), "Mitigation of post-flutter oscillations in suspension bridges by hysteretic tuned mass dampers", Eng. Struct., 69, 67-71.

Cheng, S., Darivandi, N. and Ghrib, F. (2010), "The design of an optimal viscous damper for a bridge stay cable using energy-based approach", J. Sound Vib., 329(22), 4689-4704. crossref(new window)

Constantinou, M.C., Tsopelas, P., Kim, Y.-S. and Okamoto, S. (1993), "NCEER-Taisei corporation research program on sliding seismic isolation systems for bridges: experimental and analytical study of a friction pendulum system (FPS)", Technical Report NCEER-93-0020, NCEER, SUNY, Buffalo NY.

Daniel, Y., Lavan, O. and Levy, R. (2012), "Multiple-tuned mass dampers for multimodal control of pedestrian bridges", J. Struct. Eng., 138(9), 1173-1178. crossref(new window)

Gao, K. and Yuan, W. (2014), "Seismic response analysis of cable-sliding friction pendulum bearings in curved girder bridges", J. Earthq. Eng. Eng. Vib., 34(3), 41-66.

Guo, A., Li, Z., Li, H. and Ou, J. (2009), "Experimental and analytical study on pounding reduction of baseisolated highway bridges using MR dampers", Earthq. Eng. Struct. Dyn., 38(11), 1307-1333. crossref(new window)

Kawamura, S., Kitazawa, K., Hisano M. and Nagashima, I. (1988), "Study of a sliding-type base isolation system-system composition and element properties", Proceeding of the 9th WCEE, Tokyo-Kyoto.

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.

Kim, Y.-S. and Yun, C.-B. (2007), "Seismic response characteristics of bridges using double concave friction pendulum bearings with tri-linear behavior", Eng. Struct., 29(11), 3082-3093. crossref(new window)

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)

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)

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)

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)

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)

Mostaghel, N., Hejazi, M. and Tanbakuchi J. (1983), "Response of sliding structures to harmonic support motion", Earthq. Eng. Struct. Dyn., 11(3), 355-366. crossref(new window)

Touaillon, J. (1870), "Improvement in Buildings", U.S. Patent Office, Letters Patent No.99973.

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)

Westermo, B. and Udwadia, F. (1983), "Periodic response of a sliding oscillator system to harmonic excitation", Earthq. Eng. Struct. Dyn., 11(1), 135-146. crossref(new window)

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.

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.