TECHNICAL PAPERS
Feb 1, 1994

Generalization of Optimal Control Theory: Linear and Nonlinear Control

Publication: Journal of Engineering Mechanics
Volume 120, Issue 2

Abstract

A generalization of the linear quadratic regulator control theory for seismic‐excited linear structures is presented. The generalization includes the effect of actuator dynamics and a penalty for the acceleration response of the structure. A nonlinear control method is also proposed for nonlinear or hysteretic structural systems with emphasis placed on the applications to aseismic hybrid control systems. In protecting nonstructural components housed in the building against strong earthquakes, the reduction of the building acceleration response is important. The adverse effect of a system time delay due to the actuator response can be alleviated by taking into account the actuator dynamics in the optimization process. Simulation results are presented to demonstrate the advantages of generalized optimal control. Numerical results further indicate that the performance of the proposed nonlinear control method is better than that of the linear control law for hybrid control systems.

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References

1.
Brogan, W. L. (1991). Modern control theory, 3rd Ed., Prentice‐Hall, Englewood Cliffs, N.J.
2.
Feng, Q., Fujii, S., and Shinozuka, M. (1990). “Use of a variable damper for hybrid control of the bridge response under earthquake.” Proc., U.S. Nat. Workshop on Struct. Control Res., Univ. of Southern California, Los Angeles, Calif., 107–112.
3.
Feng, Q., Shinozuka, M., and Fujita, T. (1991). “Hybrid isolation systems using friction‐controllable sliding bearings.” Dynamics and control of large structures, L. Meirovitch, ed., VPI&SU Press, Blacksburg, Va., 207–218.
4.
Inaudi, J. A., and Kelly, J. M. (1993). “Hybrid isolation systems for equipment protection.” J. Earthquake Engrg. and Struct. Dyn., 22(4), 297–313.
5.
Kawamura, M., Shinozuka, M., Fuji, S., and Feng, Q. (1991). “Hybrid isolation system using frictional controllable sliding bearings.” Intelligent Structures—2, Y. K. Wen, ed., Elsevier Applied Science, New York, N.Y., 264–278.
6.
Kobori, T., and Kamagata, S. (1991). “Dynamic intelligent buildings—active seismic response control.” Intelligent Structures—2, Y. K. Wen, ed., Elsevier Applied Science, New York, N.Y., 279–282.
7.
Lai, M. L., and Soong, T. T. (1991). “Seismic design considerations for secondary structural systems.” J. Struct. Engrg., 117(2), 459–472.
8.
Reinhorn, A. M., Manolis, G. D., and Wen, C. Y. (1987). “Active control of inelastic structures.” J. Engrg. Mech., ASCE, 113(3), 315–332.
9.
Reinhorn, A. M., et al. (1989). “1:4 scale model studies of active tendon systems and active mass dampings for seismic protection,” Tech. Rep. NCEER‐89‐0026. National Center for Earthquake Engineering Research, Buffalo, N.Y.
10.
Riley, M. A., Reinhorn, A. M., and Constantinou, M. (1991). “Active control of absolute motion in sliding systems.” Dynamics and control of large structures, L. Meirovitch, ed., VIP&SU Press, Blacksburg, Va., 243–254.
11.
Samali, B., Yang, J. N., and Yeh, C. T. (1985). “Control of lateral‐torsional motion of wind‐excited buildings.” J. Engrg. Mech., ASCE, 111(6), 777–796.
12.
Soong, T. T. (1990). Active structural control: theory and practice. Longman Scientific and Technical, New York, N.Y.
13.
Soong, T. T., and Reinhorn, A. M. (1991). “Full‐scale implementation of active structural control.” Intelligent Structures—2, Y. K. Wen, ed., Elsevier Applied Science, New York, N.Y., 252–263.
14.
Suhardjo, J., Spencer, B. F. Jr., and Sain, M. K. (1990). “Feedback‐feedforward control of structures under seismic excitation.” J. Struct. Safety, 8, 69–89.
15.
Suhardjo, J., Spencer, B. F. Jr., and Sain, M. K. (1992). “Nonlinear optimal control of a duffing system.” Int. J. of Nonlinear Mech., 27(2), 157–172.
16.
Suhardjo, J., Spencer, B. F. Jr., Sain, M. K., and Tomasula, D. (1992). “Nonlinear control of a tension leg platform.” Innovative Large Span Structures, N. K. Srivastanva, ed., Canadian Society for Civil Engineers, Toronto, Canada, Vol. 1, 464–474.
17.
Talbot, M. E., and Shinozuka, M. (1990). “Active isolation for seismic protection of operating rooms.” Tech. Rep. NCEER‐90‐0010, National Center for Earthquake Engineering Research, Buffalo, N.Y.
18.
Yang, J. N. (1982). “Control of tall buildings under earthquake excitation.” J. Engrg. Mech., ASCE, 108(5), 833–849.
19.
Yang, J. N., and Giannopoulos, F. (1979). “Active control of two cable‐stayed bridges.” J. Engrg. Mech., ASCE, 105(5), 795–810.
20.
Yang, J. N., and Li, Z. (1992). “Control of base‐isolated building structures.” Innovative Large Span Structures, N. K. Srivastanva, A. N. Sherbourne, and J. Roorda, eds., Canadian Society for Civil Engineers, Toronto, Canada, Vol. 1, 475–498.
21.
Yang, J. N., Li, Z., and Liu, S. C. (1992a). “Stable controllers for instantaneous optimal control.” J. Engrg. Mech., ASCE, 118(8), 1612–1630.
22.
Yang, J. N., Li, Z., and Liu, S. C. (1992b). “Control of hysteretic system using velocity and acceleration feedbacks.” J. Engrg. Mech., ASCE, 118(11), 2227–2245.
23.
Yang, J. N., Li, Z., and Vongchavalitkul, S. (1992c). “A generalization of optimal control theory: linear and nonlinear structures.” Tech. Rep. NCEER‐92‐0026, National Center for Earthquake Engineering Research, Buffalo, N.Y.

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Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 120Issue 2February 1994
Pages: 266 - 283

History

Received: Sep 24, 1992
Published online: Feb 1, 1994
Published in print: Feb 1994

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Authors

Affiliations

J. N. Yang, Member, ASCE
Prof., Dept. of Civ. Engrg., Univ. of California, Irvine, Irvine, CA 92717
Z. Li
Postdoctoral Fellow, Dept. of Civ. Engrg., Univ. of California, Irvine, Irvine, CA
S. Vongchavalitkul
Grad. Student, Dept. of Civ. Engrg., Univ. of California, Irvine, Irvine, CA

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