Structural Engineering and Mechanics

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Experimental and numerical studies of trench friction pendulum system

  • Tsai, C.S. (Department of Civil Engineering, Feng Chia University) ;
  • Chen, Wen-Shin (Graduate Institute of Civil and Hydraulic Engineering, Feng Chia University) ;
  • Chiang, Tsu-Cheng (Earthquake Proof Systems, Inc.)
  • Received : 2007.10.29
  • Accepted : 2009.09.29
  • Published : 2010.01.30
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Abstract

Keywords

References

  1. 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.
  2. 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
  3. 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
  4. 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.
  5. 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.
  6. 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.

Cited by

  1. 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
  2. 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
  3. 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