Comparative Study of Base Isolation Systems
Publication: Journal of Engineering Mechanics
Volume 115, Issue 9
Abstract
A comparative study of effectiveness of various base isolators is carried out. These include the laminated rubber bearing with and without lead plug and several frictional base isolation systems. The structure is modeled as a rigid mass and the accelerograms of the NOOW component of the El Centro 1940 earthquake and the N90W component of the Mexico City 1985 earthquake are used. The performances of different base isolation devices under a variety of conditions are evaluated and compared. Combining the desirable features of various systems, a new design for a friction base isolator is also developed and its performance is studied. It is shown that, under design conditions, all base isolators can significantly reduce the acceleration transmitted to the superstructure.
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References
1.
Ahmadi, G. (1983). “Stochastic earthquake response of structures on sliding foundation.” Int. J. Engrg. Sci., 121, 93–102.
2.
Ahmadi, G., and Mostaghel, N. (1984). “On dynamics of a structure with a frictional foundation.” J. De Mecanique Theorique et Appliquee, 3, 271–285.
3.
Buckle, I. G. (1985). “New Zealand seismic base isolation concepts and their application to nuclear engineering.” Nuclear Engrg. and Design, 84, 313–326.
4.
Chen, D., and Clough, R. W. (1981). “Earthquake response of structures with friction sliding motion.” Earthquake Engrg. Res. Ctr., Univ. of California, Berkeley, Calif.
5.
Constantinou, M. C., and Tadjbakhsh, I. G. (1984). “Response of a sliding structures to filtered random excitation.” J. Struct. Mech. 12, 401–418.
6.
Constantinou, M. C., and Tadjbakhsh, I. G. (1985). “Hysteretic dampers in base isolation: random approach.” J. Struct. Engrg., ASCE, 111(4), 705–721.
7.
Gueraud, R., et al. (1985). “Seismic isolation using sliding‐elastomer bearing pads.” Nuclear Engrg. and Design, 84, 363–377.
8.
Hadjian, A. H., and Tseng, W. S. (1986). “A comparative evaluation of passive seismic isolation schemes.” Base Isolation and Passive Energy Dissipation, C. Rojahn, ed., ATC‐17, 291–304.
9.
Huffmann, G. R. (1985). “Full base isolation for earthquake protection by helical springs and viscodampers.” Nuclear Engrg. and Design, 84, 331–338.
10.
Ikonomou, A. S. (1984). “Alexisismon seismic isolation levels for translational and rotational seismic input.” Proc., 8WCEE, July 21–28, 975–982.
11.
Kelly, J. M. (1982). “Aseismic base isolation.” Shock Vib. Dig., 14, 17–25.
12.
Kelly, J. M., and Hodder, S. B. (1982). “Experimental study of lead and elastomeric dampers for base isolation systems in laminated neopreme bearings.” Bull. of New Zealand Nat. Soc. Earthquake Engrg., 15(2), 53–67.
13.
Kelly, J. M., and Beucke, K. E. (1983). “A friction damped base isolation system with fail‐safe characteristics.” Earthquake Engrg. Struct. Dyn., 11, 33–56.
14.
Kelly, J. M. (1986). “Aseismic base isolation: review and bibliography.” Soil Dyn. Earthquake Engrg., 5, 202–216.
15.
Li, L. (1987). “Advances in‐base isolation in China.” Presented at the 3rd International Conference on Soil Dynamics and Earthquake Engineering, June 22–24, Princeton Univ., Princeton, N.J.
16.
Mostaghel, N., and Tanbakuchi, J. (1983). “Response of sliding structures to earthquake support motion.” Earthquake Engrg. Struct. Dyn., 11, 729–748.
17.
Mostaghel, N. (1984). “Resilient‐friction base isolator.” Report No. UTEC 84‐097, The Univ. of Utah.
18.
Mostaghel, N., Hejazi, M., and Khodaverdian, M. (1986). “Response of structures supported on resilient‐friction base isolator.” Proc. Third U.S. Nat. Conf. on Earthquake Engrg., Charleston, S.C., Aug., 1993–2003.
19.
Mostaghel, N., and Khodaverdian, M. (1987). “Dynamics of resilient‐friction base isolator (R‐FBI).” Earthquake Engrg. Struct. Dyn., 15, 379–390.
20.
Robinson, W. H., and Tucker, A. G. (1977). “A lead‐rubber shear damper.” Bull. New Zealand Nat. Soc. Earthquake Engrg., 10, 151–153.
21.
Skinner, R. J., Kelly, J. M., and Heine, A. J. (1975). “Hysteretic dampers for earthquake‐resistant structures.” Earthquake Engrg. Struct. Dyn., 3, 287–296.
22.
Su, L., Orabi, I. I., and Ahmadi, G. (1988). “Nonstationary earthquake response of a sliding rigid structure.” Int. J. Engrg. Sci., 26(9), 1013–1026.
23.
Wen, W. K. (1980). “Equivalent linearization for hysteretic systems under random excitation.” J. Appl. Mech., 47, 150–154.
24.
Younis, C. J., and Tadjbakhsh, I. G. (1984). “Response of sliding rigid structure to base excitation.” J. Engrg. Mech., ASCE, 110, 417–432.
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Copyright © 1989 ASCE.
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Published online: Sep 1, 1989
Published in print: Sep 1989
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