참고문헌
- Ates, S. and Constantinou, M.C. (2011a), "Example of application of response history analysis for seismically isolated curved bridges on drilled shaft with springs representing soil", Soil Dyn. Earthq. Eng., 31, 334-350. https://doi.org/10.1016/j.soildyn.2010.09.002
- Ates, S. and Constantinou, M.C. (2011b), "Example of application of response spectrum analysis for seismically isolated curved bridges including soil-foundation effects", Soil Dyn. Earthq. Eng., 31, 648-661. https://doi.org/10.1016/j.soildyn.2010.12.002
- Berger/Abam Engineers, (1996), Federal Highway Administration Seismic Design Course, Design Example No. 6, Publication no. FHWA-SA-97-011 and Barcode no. PB97-142111.
- Chen, G.D. and Chen, C.C. (2000), "Behavior of piezoelectric friction dampers under dynamic loading", Proceedings of the SPIE Symposium on Smart Structure Materials, Smart Systems for Bridges, Structures, and Highways, Newport Beach, California, April.
- Chen, C. and Chen, G. (2002), "Non-linear control of a 20-storey steel building with active piezoelectric friction dampers", Struct. Eng. Mech., 14(1), 21-38. https://doi.org/10.12989/sem.2002.14.1.021
- Chen, G. and Chen, C. (2004), "Semi-active control of the 20-story benchmark building with piezoelectric friction dampers", J. Eng. Mech.-ASCE, 130(4), 393-400. https://doi.org/10.1061/(ASCE)0733-9399(2004)130:4(393)
- Monzon, E.V., Wei, C., Buckle, I.G. and Itani A. (2012), "Seismic response of full and hybrid isolated curved bridges", Structures Congress, Chicago, Illinois, March.
- Fenves, G.L. and Ellery, M. (1998), "Behavior and failure analysis of a multiple-frame highway bridge in the 1994 northridge earthquake", Pacific Earthquake Engineering Research Center, Report No. PEER 98/08, University of California, Berkeley, California.
- Galindo, C.M., Hayashikawa, T. and Belda, J.G. (2009), "Damage evaluation of curved steel bridges upgraded with isolation bearings and unseating prevention cable restrainers", World Acad. Sci. Eng. Tech., 59, 53-61.
- Kunde, M.C. and Jangid, R.S. (2003), "Seismic behavior of isolated bridges: A-state-of-the-art review", Elect. J. Struct. Eng., 3(3), 140-170.
- Lei, Y.H. and Chien, Y.L. (2004), "Applications of LRB and FPS to 3-D curved box bridges", Tamkang J. Sci. Eng., 7(1), 17-28.
- Liu, K. and Wang, L.H. (2014), "Earthquake damage of curved highway bridges in 2008 wenchuan earthquake", Adv. Mat. Res., 838-841, 1571-1576.
- Liu, Y., Qi, X., Wang, Y. and Chen, S. (2011), "Seismic mitigation analysis of viscous dampers for curved continuous girder bridge", Appl. Mech. Mat., 90-93, 1230-1233. https://doi.org/10.4028/www.scientific.net/AMM.90-93.1230
- Madhekar, S.N. and Jangid, R.S. (2011), "Seismic performance of benchmark highway bridge installed with piezoelectric friction dampers", The IES J. Part A: Civil Struct. Eng., 4(4), 191-212. https://doi.org/10.1080/19373260.2011.585789
- Ozbulut, O.E. and Hurlebaus, S. (2010), "Fuzzy control of piezoelectric friction dampers for seismic protection of smart base isolated buildings", Bull. Earthq. Eng., 8, 1435-1455. https://doi.org/10.1007/s10518-010-9187-5
- Park, Y.J., Wen, Y.K. and Ang, A.H.S. (1986), "Random vibration of hysteretic systems under bi-directional ground motions", Earthq. Eng. Struct. D., 14(4), 543-557. https://doi.org/10.1002/eqe.4290140405
- Robinson, W.H. (1982), "Lead-rubber hysteretic bearings suitable for protecting structures during earthquakes", Earthq. Eng. Struct. D., 10, 593-604. https://doi.org/10.1002/eqe.4290100408
- Robinson, W.H. and Tucker, A.G. (1977), "A lead-rubber shear damper", Bull. NZ Soc. Earthquake Eng., 10(3), 151-153.
- Tyler, R.G. and Robinson, W.H. (1984), "High-strain tests on lead-rubber bearings for earthquake loadings", Bull. NZ Soc. Earthq. Eng., 17(2), 90-105.
- Wen, Y.K. (1976), "Method for random vibrations of hysteretic systems", J. Eng. Mech.-ASCE, 102, 249-263.
- Williams, D. and Godden, W.G. (1976), "Multidirectional seismic response of a curved highway bridge model", Bull. NZ Soc. Earthq. Eng., 9(2), 97-114.
- Zhang, J., Deng, W. and Yue, Z. (2012), "Experimental Study about the Hysteretic Performance of the Pall-typed Piezoelectric Friction Damper", TOCEJ, 6, 48-54.