참고문헌
- Roussis, P.C. and Constantinou, M.C. (2005), Experimental and Analytical Studies of Structures Seismically Isolated with an Uplift-restraint Isolation System, Technical Report MCEER-05-0001, Multidisciplinary Center for Earthquake Engineering Research, State University of New York at Buffalo.
- Roussis, P.C. and Constantinou, M.C. (2006a), "Uplift-restraining friction pendulum seismic isolation system", Earthq. Eng. Struct. Dyn., 35(5), 577-593. https://doi.org/10.1002/eqe.545
- Roussis, P.C. and Constantinou, M.C. (2006b), "Experimental and analytical studies of structures seismically isolated with an uplift-restraining friction pendulum system", Earthq. Eng. Struct. Dyn., 35(5), 595-611. https://doi.org/10.1002/eqe.546
- Tsai, C.S., Lu, P.C. and Chen, W.S. (2006a), "Shaking table tests of a building isolated with trench friction pendulum system", Seismic Engineering 2006, ASME, Edited by James F. Cory, Vancouver, BC, Canada, July 23-27, No. PVP2006-ICPVT11-93253.
- Tsai, C.S., Lin, Y.C. and Chen, W.S. (2006b), "Seismic behavior of high-tech facility isolated with a trench friction pendulum system", Seismic Engineering 2006, ASME, Edited by James F. Cory, Vancouver, BC, Canada, July 23-27, No. PVP2006-ICPVT11-93474.
- Zayas, V.A., Low, S.S. and Mahin, S.A. (1987), The FPS Earthquake Resisting System Experimental Report, EERC Technical Report, UBC/EERC-87/01.
피인용 문헌
- Site-response effects on RC buildings isolated by triple concave friction pendulum bearings vol.8, pp.6, 2010, https://doi.org/10.12989/cac.2011.8.6.693
- Characterization and shaking table tests of multiple trench friction pendulum system with numerous intermediate sliding plates vol.40, pp.2, 2010, https://doi.org/10.12989/sem.2011.40.2.167
- Modeling of triple concave friction pendulum bearings for seismic isolation of buildings vol.40, pp.3, 2010, https://doi.org/10.12989/sem.2011.40.3.315