References
- Bagley, R.H. and Torvik, P.J. (1979), "A generalized derivative model for an elastomer damper", Shock Vibration Bull., 49, 135-143.
- Bathe, K.J. and Wilson, E.L. (1976), Numerical Methods in Finite Element Analysis, Prentice-Hall, Englewood Cliffs, NJ.
- Bergman, D.M. and Hanson, R.D. (1986), "Characteristics of viscoelastic damping devices", Proc. ATC Seminar and Workshop on Base Isolation and Passive Energy Dissipation, Applied Technology Council, Redwood City, CA.
- Isaacson, M. (1979), "Nonlinear inertia forces on bodies", J. Waterways etc., Div. ASCE, WW3, 213-227.
- Chang, K.C., Soong, T.T., Oh, S.T. and Lai, M.L. (1991), "Seismic response of a 2/5 scale steel structure with added viscoelastic dampers", Technical Report NCEER-91-0012, State University at Buffalo, Buffalo, NY.
- Lee, H.H. and Tsai, C.S. (1992), "Analytical model for viscoelastic dampers in seismic mitigation application", 10th World Conf. on Earthquake Engrg., Madrid Spain., 2461-2466.
- Lee, H.H. and Tsai, C.S. (1994), "Analytical model of viscoelastic dampers for seismic mitigation of structures", Computers and Structures-An Int. J., 50(1), 111-121. https://doi.org/10.1016/0045-7949(94)90442-1
- Lee, H.H. and Wu, R.-J. (1996), "Vibration mitigation of structures in the marine environment", Ocean Engineering-An Int. J., 23.
- Lin, R.C. Liang, Z. and Soong, T.T. (1988), "An experimental study of seismic structural response with added viscoelastic dampers", Technical Report NCEER-88-0018, State University at Buffalo, Buffalo, NY.
- Mahmoodi, P. (1972), "Structural dampers", J. Structural Div., ASCE, 95, 1661-1667.
- Mason, A.B., Beck, J.L., Chen, J. and Ullmann, R.R. (1989), "Modal parameter identification of an offshore platform from earthquake response records", Seismic Engineering: Research and Practice-Proceedings, Seismic Engineering at Structure Congress, Edited by Kircher, A. and Choppra, A.K. 217-226.
- Newman, J.N. (1977), Marine Hydrodynamics, MIT Press, Camn. Mass.
- Newmark, N.M. (1962), "A method of computation for structural dynamics", Trans. ASCE, 127(1), 1406-1435.
- Penzien, J. and Tseng, S. (1978), "Three-dimensional dynamic analysis of fixed offshore platforms", In Numerical Methods in Offshore Engineering, John Wiley and Sons, New York, 221-243.
- Skjelbreia, L. and Hendrickson, J.A. (1960), "Fifth order gravity wave theory", Proc. 7th Coastal Eng. Conf., The Hague, 184-196.
- Tsai, C.-S. and Lee, H.H. (1992a), "Application of viscoelastic dampers to jointed structures for seismic mitigation", ASCE Engineering Mechanics Conference, Texas A & M University.
- Tsai, C.-S. and Lee, H.H. (1992b), "Application of viscoclastic dampers to bridges for seismic mitigation", PVP Vol. 229, Doe Facilities Programs, System Interaction and Active/Interactive Damping ASME, 113-118.
- Tsai, C.-S. and Lee, H.H. (1993a), "Application of viscoelastic dampers to high-rise buildings", J. of Structural Engineering, ASCE, 119(4), 1222-1233. https://doi.org/10.1061/(ASCE)0733-9445(1993)119:4(1222)
- Tsai, C.-S. and Lee, H.H. (1993b), "Seismic mitigation of bridges by using viscoelastic dampers", Computers and Structures-An Int. J., 48(4), 719-727. https://doi.org/10.1016/0045-7949(93)90265-F
- PVP 229, Doe Facilities Programs, System Interaction and Active/Interactive Damping ASME, 113-118.
- Tsai, C.-S. and Lee, H.H. (1993a), "Application of viscoelastic dampers to high-rise buildings", J. of Structural Engineering ASCE, 119(4), 1222-1233. https://doi.org/10.1061/(ASCE)0733-9445(1993)119:4(1222)
- Tsai, C.-S. and Lee, H.H. (1993b), "Seisfiric mitigation of bridges by using viscoelastic dampers", Computers and Structures, An Int'l J., 48(4), 719-727. https://doi.org/10.1016/0045-7949(93)90265-F
Cited by
- Experimental study on the vibration mitigation of offshore tension leg platform system with UWTLCD vol.9, pp.1, 1998, https://doi.org/10.12989/sss.2012.9.1.071