Heuristic-Based Algorithm for Active Control
Publication: Journal of Engineering Mechanics
Volume 122, Issue 8
Abstract
A simple effective control algorithm, free from the problem of time delay, is proposed. It is a closed-open loop control. The control force is applied to the structure at the current time to cancel the portion of the system velocity that is induced by the response and the external load at the preceding time step. This control concept is motivated by the fact that, for a single degree of freedom (SDOF) structure subjected to external loadings, the energy of the external load is imparted to the structure by changing the structural velocity. A simple, closed-form equation is used to compute the control force for SDOF systems, and for multiple degree-of-freedom (MDOF) systems, it is used in conjunction with the mode-superposition method. Numerical examples are used to demonstrate the effectiveness of the proposed control algorithm. A strategy for coping with the spillover effect is also proposed. The results of the examples show that the proposed control algorithm can reduce the maximum structural response by one order of magnitude and has the ability to reduce the peak that occurs during the first few cycles of the time history, an ability that linear control laws lack. Unlike most control algorithms that deal with the state space of the system that usually involves complex-valued eigenvalues and eigenvectors, the proposed control algorithm deals with the real-valued normal modes of the system.
Get full access to this article
View all available purchase options and get full access to this article.
References
1.
Chung, L. L., Lin, C. C., and Lu, K. H.(1995). “Time-delay control of structures.”Earthquake Engrg. and Struct. Dynamics, 24(5), 687–701.
2.
Craig R. R. Jr. (1981). Structural dynamics: an introduction to computer method . John Wiley & Sons, Inc., New York, N.Y.
3.
Gattlli, V., Lin, R. C., and Soong, T. T. (1994). “Nonlinear control laws for enhancement of structural control effectiveness.”Proc., 5th U.S. Nat. Conf. on Earthquake Engrg., Earthquake Engineering Research Institute (EERI), Chicago, Ill., 971–975.
4.
Housner, G. W., Soong, T. T., and Masri, S. F. (1994). “Second generation of active structural control in civil engineering.”Proc., First World Conf. on Struct. Control, Earthquake Engineering Research Institute (EERI), Los Angeles, Calif.
5.
Meirovitch, L. (1990). Dynamics and control of structures . John Wiley & Sons, Inc., New York, N.Y.
6.
Soong, T. T.(1988). “State-of-the-art review: active structural control in civil engineering.”Engrg. Struct., 10, 74–84.
7.
Soong, T. T. (1990). Active structural control: theory and practice . Longman Scientific and Technical, New York, N.Y.
8.
Yang, J. N., and Soong, T. T.(1989). “Recent advancement in active control of civil engineering structures.”J. Probabilistic Engrg. Mech., 3(4), 179–188.
9.
Yao, J. T. P.(1972). “Concept of structural control.”J. Struct. Div., ASCE, 98(7), 1567–1574.
Information & Authors
Information
Published In
Copyright
Copyright © 1996 American Society of Civil Engineers.
History
Published online: Aug 1, 1996
Published in print: Aug 1996
Authors
Metrics & Citations
Metrics
Citations
Download citation
If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.