Finite element formulations for friction pendulum seismic isolation bearings

International Journal for Numerical Methods in Engineering

Volumn 40, Issue 1, 1997, Pages 29-49

  Tsai, C S ^a  

^a FENG CHIA UNIVERSITY   (Taiwan)

Author keywords

Base isolation; Earthquake; Friction pendulum system; Non linear analysis; Passive control; Seismic analysis

Indexed keywords

BENDING (DEFORMATION); CONTROL SYSTEMS; EARTHQUAKE RESISTANCE; FINITE ELEMENT METHOD; FRICTION; NUMERICAL ANALYSIS; PENDULUMS; THREE DIMENSIONAL; VIBRATION CONTROL;

FRICTION PENDULUM SYSTEM; LOCAL BENDING MOMENTS; SEISMIC ISOLATION BEARINGS;

BEARINGS (STRUCTURAL);

EID: 0030868023     PISSN: 00295981     EISSN: None     Source Type: Journal    
DOI: 10.1002/(SICI)1097-0207(19970115)40:1<29::AID-NME47>3.0.CO;2-A     Document Type: Article

References (31)

1. J. M. Kelly, 'Aseismic base isolation: review and bibliography', Soil Dyna. Earthquake Eng., 5, 202-216 (1986).
2. I. G. Buckle and R. L. Mayes, 'Seismic isolation: history, application and performance - a world view', Earthquake Spectra, 6, 161-201 (1990).
3. N. Mostaghel, M. Hejazi and J. Tanbakuchi, 'Responses of sliding structures to harmonic support motion', Earthquake eng. struct. dyn., 11, 355-366 (1983).
4. N. Mostaghel and J. Tanbakuchi, 'Responses of sliding structures to earthquake support - motion', Earthquake eng. struct. dyn., 11, 729-748 (1983).
5. B. Westermo and F. Udwadia, 'Periodic response of a sliding oscillator system to harmonic excitation', Earthquake eng. struct. dyn., 11, 135-146 (1983).
6. C. J. Younis and I. G. Tadjbakhsh, 'Response of sliding structure to base isolation', J. Eng. Mech., 110, 417-432 (1984).
7. J. M., Kelly, I. G. Buckle and H.-C. Tsai, 'Earthquake simulator testing of a base-isolated bridge deck', Report No. UCB/EERC-85/09, Earthquake Engrg. Res. Ctr., Univ. of California, Berkeley, California, January 1986.
8. K. C. Chang, J. S. Hwang and G. C. Lee, 'Analytical model for sliding behavior of Teflon-stainless steel interfaces', J. Eng. Mech. ASCE, 116, 2749-2763 (1990).
9. J. S. Hwang, K. C. Chang and G. C. Lee, 'Quasi-static and dynamic sliding characteristics of Teflon-stainless steel interfaces', J. Struct. Eng. ASCE, 116, 2141-2162 (1990).
10. N. Mostaghel and M. Khodaverdian, 'Dynamics of resilient-friction base isolator (R-FBI)', Earthquake eng. struct. dyn., 15, 379-390 (1987).
11. M. C. Constantinou, A. S. Mokha and A. M. Reinhorn, 'Study of sliding bearing and helical-steel-spring isolation system', J. Struct. Eng. ASCE, 117, 1257-1275 (1991).
12. V. Zayas, S. S. Low and S. A. Mahin, 'The FPS earthquake resisting system, experimental report', Report No. UCB/EERC-87/01, Earthquake Engineering Research Center, University of California, California, June 1987.
13. A. Mokha, M. C. Constantinou, A. M. Reinhorn and V. Zayas, 'Experimental study of friction pendulum isolation system', J. Struct. Eng. ASCE, 117, 1201-1217 (1991).
14. M. C. Constantinou, P. Tsopelas, Y-S. Kim and S. Okamoto, 'NCEER-Taisei corporation research program on sliding seismic isolation system for bridges: experimental and analytical study of a friction pendulum system (FPS)', Report No. NCEER-93-0020, Nat. ctr. for Earthquake Engrg. Res., State Univ. of New York at Buffalo, NY, November 1993.
15. J. B. Thompson, J. B. Turrell and B. W. Sandt, 'The sliding friction of Teflon', SPE J., 11, 13-14 (1955).
16. J. E. Long, 'The performance of PTFE in bridge bearing', Civ. Eng. Public Works Rev., 64, 459-462 (1969).
17. J. E. Long, Bearings in Structural Engineering, Wiley, New York, 1974.
18. M. E. Taylor, 'PTFE in highway bridge bearings', TRRI Rept. LR 491, Crowthorne, Berkshire, U.K., 1972.
19. A. S. Mokha, M. C. Constantinou and A. M. Reinhorn, 'Teflon bearing in base isolation. I. Testing', J. Struct. Eng. ASCE, 116, 438-454 (1990).
20. M. C. Constantinou, A. S. Mokha and A. M. Reinhorn, 'Teflon bearing in base isolation. II. Modeling', J. Struct. Eng. ASCE, 116, 455-474 (1990).
21. R. G. Tyler, 'Dynamic tests on PTFE sliding layers under earthquake conditions', Bull. New Zealand Nat. Soc. Earthquake Eng., 10, 129-138 (1977).
22. S. Kawamura, M. Hisano and I. Nagashima, 'Study on a sliding-type base isolation system-system composition and element properties', 9th World Conf. on Earthquake Engrg., Vol. V, Tokyo, Japan, 1988, pp. 735-740.
23. C. S. Tsai and H. H. Lee, 'Applications of viscoelastic dampers to jointed structures for seismic mitigation', Proc. 9th Engng Mech. Conf., ASCE, College Station, TX, 1992, pp. 685-688.
24. C. S. Tsai and H. H. Lee, 'Applications of viscoelastic dampers to high-rise buildings', J. Struct. Engng. ASCE, 119, 1222-1233 (1993).
25. C. S. Tsai and K. C. Tsai, 'ADAS devices for seismic mitigation of high-rise buildings', Workshop on Base Isolation and Energy Dissipation Techniques for Structures, Taipei, Taiwan, R.O.C., 1992.
26. C. S. Tsai and K. C. Tsai, 'TPEA devices as seismic dampers for high-rise buildings', J. Eng. Mech. ASCE, 121, 1075-1081 (1995).
27. C. S. Tsai, 'Innovative design of viscoelastic dampers for seismic mitigation', Nucl. Engr. Des., 139, 165-182 (1993).
28. C. S. Tsai, 'Temperature effect of viscoelastic dampers during earthquakes', J. Struct. Eng., ASCE, 120, 394-409 (1994).
29. C. S. Tsai, 'Seismic behavior of buildings with FPS isolators', Second Congress on Computing in Civil Engineering, ASCE, Atlanta, GA, 1995, pp. 1203-1211.
30. C. S. Tsai, 'Application of FPS isolator to seismic mitigation of secondary systems', Earthquake eng. struct. dyn., in press.
31. C. S. Tsai, 'FPS isolator for seismic mitigation of bridges', Struct. Eng. Mech., in press.