TECHNICAL PAPERS
Oct 1, 1991

Active Control and Seismic Isolation

Publication: Journal of Engineering Mechanics
Volume 117, Issue 10

Abstract

An active control system is designed to induce artificial damping to the isolation structure of a building without increasing its stiffness. The control forces needed are exerted only on the base of the structure, and the system is quite practical. This control system can operate efficiently if the time delay that exists in the actual system does not exceed its critical value. If the delay is long, the steady‐state response will be resonant periodically at its critical delay times, and the transient response will become unstable. The critical delay time depends on both the fundamental frequencies of the structure and the artificial damping introduced by the control system. The higher modes of the system will suffer more of a stability problem than the lower modes, unless the nondimensional damping introduced to them is less than a specific value. A strategy of time‐delay compensation is established in this paper. The instability of the system can be efficiently prevented by a proper choice of artificial damping and artificial stiffness.

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References

1.
Abdel‐Rohman, M. (1987). “Time delay effects on actively damped structures.” J. Engrg. Mech., ASCE, 113(11), 1709–1719.
2.
Chung, L. L., Lin, R. C., Soong, T. T., and Reinhorn, A. M. (1989). “Experimental study of active control for MDOF seismic structures.” J. Engrg. Mech., ASCE, 115(8), 1609–1627.
3.
Chung, L. L., Reinhorn, A. M., and Soong, T. T. (1986). “An experimental study of active structural control.” Dynamic Response of structures, G. C. Hart and R. B. Nelson, eds., 795–802.
4.
Chung, L. L., Reinhorn, A. M., and Soong, T. T. (1988). “Experimental on active control of seismic structures.” J. Engrg. Mech.ASCE, 114(2), 241–256.
5.
Constantinou, M. C., Tadjbakhsh, I. G. (1984). “The optimum design of a base isolation system with friction elements.” Earthquake Engrg. and Struct. Dynamics, Vol. 12, 203–214.
6.
Kelly, J. M., and Hodder, S. B. (1981). “Experimental study of lead and elastomeric dampers for base isolation systems.” Report No. UCBIEERC‐81116, Earthquake Engrg. Res. Ctr., University of California, Berkeley, Calif.
7.
Kelly, J. M., and Beucke, K. E. (1983). “A friction‐damped base isolation system with fail‐safe characteristics,” Earthquake Engrg. and Struct. Dynamics, Vol. 22, 33–56.
8.
Kuo, B. C. (1962). Automatic control systems. Prentice‐Hall, Inc., Englewood Cliffs, N.J.
9.
Lee, D. M., and Medland, I. C. (1979). “Base isolation system for earthquake protection of multi‐story shear structures.” Earthquake Engrg. and Struct. Dynamics, Vol. 7, 555–568.
10.
McGreevy, S., Soong, T. T., and Reinhorn, A. M. (1988). “An experimental study of time delay compensation in active structural control.” Proc. 6th Int. Modal Analysis Conf. and Exhibits, Vol. I, 733–739, Orlando, Fla.
11.
Pu, J. P. (1989). “Frequency response design of control structures.” Computer Utilization in Struct. Engrg.: Proc., Struct. Congress '89, ASCE, New York, N.Y.
12.
Pu, J. P., and Chu, T. H. (1987). “Active control of space structures.” Computer Applications in Struct. Engrg.: Proc, Struct. Congress '87, ASCE, New York, N.Y.
13.
Pu, J. P., and Hsu, D. S., (1988). “Optimal control of tall buildings.” J. Engrg. Mech.ASCE, 114(6), 973–989.
14.
Robinson, W. H. (1982). “Lead‐rubber hysteretic bearings suitable for protecting structures during earthquakes.” Earthquake Engrg. and Struct. Dynamics, Vol. 10, 593–604.
15.
Wang, Y. P. and Reinhorn, A. M. (1989). “Motion control of sliding isolated structures.” Seismic shock and vibration isolation, H. Chung and T. Fujita, eds., (American Society of Mechanical Engineers, New York, 89–94.

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Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 117Issue 10October 1991
Pages: 2221 - 2236

History

Published online: Oct 1, 1991
Published in print: Oct 1991

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Authors

Affiliations

Jun‐Ping Pu
Prof., Dept. of Civ. Engrg., Feng Chia Univ., 100 Wenhwa Rd., Taiwan, R.O.C
James M. Kelly
Prof., Dept. of Civ. Engrg., Univ. of California at Berkeley, Berkeley, CA 94720

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