Modal Predictive Control of Structures. I: Formulation
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Abstract
In this and a companion paper, a methodology for implementation of modal predictive control of structures is described. Predictive control is formulated, within an independent modal space control (IMSC) approach, for the control of each individual mode. In this paper, the ability of the predictive control strategy to provide stable and efficient control actions for every individual mode is numerically assessed. Two kinds of analyses have been carried out. The first analysis is a “plain assessment” that assumes all the elements in the control loop operate under ideal conditions and that there are no discrepancies between the parameters of the control loop and their values considered in the control algorithm. The second analysis is a “robustness assessment” without such assumptions. As a conclusion, criteria are given to choose the values of the parameters of the predictive control algorithm according to the modal characteristics of the structure and other parameters involved in the control loop. The results are used in the companion paper for implementation on multi‐degrees‐of‐freedom systems.
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References
1.
Andrade, R. (1992). “Metodología para la implementación de sistemas de control predictivo de estructuras,” PhD dissertation, Tech. Univ. of Catalonia, Barcelona, Spain (in Spanish).
2.
Inaudi, J., López‐Almansa, F., Kelly, J. M., and Rodellar, J. (1992). “Predictive control of base isolated structures.” Earthquake Engrg. and Struct. Dyn., 21, 471–482.
3.
López‐Almansa, F. (1988). “Contribución al desarrollo de sistemas de control activo de estructuras de edificación mediante cables activos,” PhD dissertation, Tech. Univ. of Catalonia, Barcelona, Spain (in Spanish).
4.
López‐Almansa, F., Andrade, R., Rodellar, J., and Reinhorn, A. M. (1994). “Modal predictive control of structures. II: implementation.” J. Engrg. Mech., ASCE, 120(8), 1761–1772.
5.
López‐Almansa, F., Barbat, A. H., and Rodellar, J. (1988). “SSP algorithm for linear and nonlinear dynamic response simulation.” Int. J. on Numer. Meth. in Engrg., 26(12), 2687–2706.
6.
López‐Almansa, F., and Rodellar, J. (1989). “Control systems of building structures by active cables.” J. Struct. Engrg., ASCE, 115(11), 2897–2913.
7.
López‐Almansa, F., and Rodellar, J. (1990). “Feasibility and robustness of predictive control of building structures.” Earthquake Engrg. and Struct. Dyn., 19, 157–171.
8.
Meirovitch, L. (1990). Dynamics and Control of Structures, John Wiley and Sons, New York, N.Y.
9.
Mickeleborough, N. C., and Pi, L. (1989). “Modal parameter identification using z‐transforms.” Int. J. for Numer. Meth. in Engrg., 28, 2307–2321.
10.
Rodellar, J., Barbat, A. H., and Martín‐Sánchez, J. M. (1987). “Predictive control of structures.” J. Engrg. Mech., ASCE, 113(6), 797–812.
11.
Rodellar, J., Chung, L. L., Soong, T. T., and Reinhorn, A. M. (1989). “Experimental digital control of structures.” J. Engrg. Mech., ASCE, 115(6), 1245–1261.
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Copyright © 1994 American Society of Civil Engineers.
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Received: Aug 12, 1992
Published online: Aug 1, 1994
Published in print: Aug 1994
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