참고문헌
- Computers and Structures Inc. (2007), SAP2000: Static and Dynamic Finite Element Analysis of Structures, Berkeley, CA, USA.
- Fabio, F. and Constantinou, M.C. (2010), "Evaluation of simplified methods of analysis for structures with triple friction pendulum isolators", Earthq. Eng. Struct. D., 39, 5-22.
- Fenz, D.M. and Constantinou, M.C. (2008b), "Spherical sliding isolation bearings with adaptive behavior: theory", Earthq. Eng. Struct. D., 37, 163-183. https://doi.org/10.1002/eqe.751
- Fenz, D.M. and Constantinou, M.C. (2008c), "Modeling triple friction pendulum bearings for response history analysis", Earthq. Spectra, 24, 1011-1028. https://doi.org/10.1193/1.2982531
- Fenz, D.M. and Constantinou, M.C. (2008d), "Spherical sliding isolation bearings with adaptive behavior: experimental verification", Earthq. Eng. Struct. D., 37, 185-205. https://doi.org/10.1002/eqe.750
- Fenz, D.M. and Constantinou, M.C. (2008a), "Development, implementation and verification of dynamic analysis models for multi-spherical sliding bearings", Technical Report MCEER-08-0018, Multidisciplinary Center for Earthquake Engineering Research, University at Buffalo, State University of New York, Buffalo, NY.
- Fenz, D.M. and Constantinou, M.C. (2006), "Behaviour of the double concave friction pendulum bearing", Earthq. Eng. Struct. D., 35, 1403-1424. https://doi.org/10.1002/eqe.589
- Kelly, J.M. (1999), "The role of damping in seismic isolation", Earthq. Eng. Struct. D., 28(1), 3-20. https://doi.org/10.1002/(SICI)1096-9845(199901)28:1<3::AID-EQE801>3.0.CO;2-D
- Khoshnoudian, F. and Rabiei, M. (2010), "Seismic response of double concave friction pendulum base-isolated structures considering vertical component of earthquake", Adv. Struct. Eng., 13(1), 1-14. https://doi.org/10.1260/1369-4332.13.1.1
- 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, 3082-3093. https://doi.org/10.1016/j.engstruct.2007.02.009
- Lin, B.C. and Tadjbakhsh, I.G. (1986), "Effect of vertical motion on friction driven systems", Earthq. Eng. Struct. D., 14, 609-622. https://doi.org/10.1002/eqe.4290140409
- Morgan, T.A. and Mahin, S.A. (2008), "Performance-based design of seismic isolated buildings considering multiple performance objectives", Smart Struct. Syst., 4(5), 655-666. https://doi.org/10.12989/sss.2008.4.5.655
- Mostaghel, N. and Tanbakuchi, J. (1983), "Response of sliding structures to earthquake support motion", Earthq. Eng. Struct. D., 11, 729-748. https://doi.org/10.1002/eqe.4290110603
- Panchal, V.R., Jangid, R.S., Soni, D.P. and Mistry, B.B. (2010), "Response of the double variable frequency pendulum isolator under triaxial ground excitations", J. Earthq. Eng., 14, 527-558. https://doi.org/10.1080/13632460903294390
- Soni, D.P., Mistry, B.B. and Panchal, V.R. (2010), "Behaviour of asymmetric building with double variable frequency pendulum isolator", Struct. Eng., 34(1), 61-84.
- Tsai, C.S. and Lin, Y.C. (2009), "Mechanical Characteristics and Modeling of Multiple Trench Friction Pendulum System with Multi-intermediate Sliding Plates", World Academy of Science, Engineering and Technology J: Mechanical and Aerospace Engineering, 4(1), 39-51.
- Tsai, C.S., Chen, W.S. and Chiang, T.C. (2010), "Experimental and numerical studies of trench friction Pendulum system", Struct. Eng. Mech., 34(2), 277-280. https://doi.org/10.12989/sem.2010.34.2.277
- Tsai, C.S., Chiang, T.C. and Chen, B.J. (2003), "Finite element formulations and theoretical study for variable curvature friction pendulum system", Eng. Struct., 25, 1719-1730. https://doi.org/10.1016/S0141-0296(03)00151-2
- Zayas, V.A., Low, S.S. and Mahin, SA. (1990), "A simple pendulum technique for achieving seismic isolation", Earthq. Spectra, 6, 317-334. https://doi.org/10.1193/1.1585573
- Zekioglu, A., Darama, H. and Erkus, B. (2009), "Performance-based seismic design of a large seismically isolated structure: istanbul sabiha gokcen international airport terminal building", Structural Engineering Association of California Convention Proceedings, 409-427.
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