TECHNICAL PAPERS
Oct 1, 1995

Prediction Control of SDOF System

Publication: Journal of Engineering Mechanics
Volume 121, Issue 10

Abstract

General discussions are presented on an instantaneous optimal prediction control, which includes a series of identification, prediction, and control on a single degree of freedom (SDOF) system. First, a method for the identification of the dynamic properties of the system, which is modeled by a multivariate autoregressive moving average (ARMA) model, is investigated with the responses of the system excited by an active control device. Then general modes of an instantaneous optimal prediction control rule are formulated in terms of the identified components of the coefficient matrix of the ARMA model and the weights included in the control objective function. The prediction control rule is interpreted as an equivalent neural-network model whose links have physically meaningful weights.

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References

1.
Chong, K. P., Liu, S. C., and Li, J. C., eds. (1990). Intelligent structures . Elsevier Applied Science, New York, N.Y.
2.
Constantinou, M. C., Mokha, A., and Reinhorn, A.(1990). “Teflon bearings in base isolation. II: Modeling.”J. Struct. Engrg., ASCE, 116(2), 455–474.
3.
Fan, F. G., Ahmadi, G., and Tadjbakhsh, I. G. (1988). “Base isolation of a multistory building under a harmonic ground motion—A comparison of performances of various systems.”Tech. Rep. NCEER-88-0010, Nat. Ctr. for Earthquake Engrg. Res., State Univ. of New York, Buffalo, N.Y.
4.
Fujino, Y., and Abe, M. (1992). “Approximate eigenvalues of tuned mass damper (TMD)-structure dynamical system and design formulas of TMD.”Proc., Japan Soc. of Civ. Engrs., Tokyo, Japan, No. 446, 157–166 (in Japanese).
5.
Fujita, T.(1985). “Earthquake isolation technology for industrial facilities—Research and development application in Japan.”Bull. of New Zealand Nat. Soc. for Earthquake Engrg., 18(3), 224–249.
6.
Hiroki, Y., Ito, M., Kabelova, Q., and Kikuchi, J.(1993). “Performance of multiple tuned mass dampers.”Proc. 4th East Asia-Pacific Conf. on Struct. Engrg. & Constr., Seoul, Korea, 3, 1934–1948.
7.
Hoshiya, M., and Saito, E. (1984a). “Identification of dynamic properties of a building by the EK-WGI method on microtremor records.”Proc., Japan Soc. of Civ. Engrs., Tokyo, Japan, No. 350, 263–270 (in Japanese).
8.
Hoshiya, M., and Saito, E.(1984b). “Structural identification by extended Kalman filter.”J. Engrg. Mech., ASCE, 110(12), 1757–1770.
9.
Hoshiya, M., and Maruyama, O. (1990). Identification of an autoregressive model for multivariate one-dimensional nonstationary gaussian random processes.”Proc., Japan Soc. of Civ. Engrs., Tokyo, Japan, No. 416, 349–355 (in Japanese).
10.
Housner, G. W., and Masri, S., eds. (1991). Proc., U.S. Nat. Workshop on Struct. Control Res., Univ. of Southern California, Los Angeles, Calif.
11.
Jazwinski, A. H. (1976). Stochastic process and filtering theory . Academic Press, New York, N.Y.
12.
Kalman, R. E.(1960). “A new approach to linear filtering and prediction problems.”J. Basic Engrg., 82(1), 35–45.
13.
Kalman, R. E., and Bucy, R. S.(1961). “New results in linear filtering and prediction theory.”J. Basic Engrg., 83(1), 95–108.
14.
Kobori, T. (1990). “Technology development and forecast of dynamical intelligent building (D.I.B.).”Intelligent structures. Elsevier Applied Science, New York, N.Y., 42–59.
15.
Kobori, T., Koshika, N., Yanada, K., and Ikeda, Y.(1991a). “Seismic-response-controlled structure with active mass driver system. Part 1: Design.”Earthquake Engrg. Struct. Dynamics, 20, 133–149.
16.
Kobori, T., Koshika, N., Yanada, K., and Ikeda, Y. (1991b). Seismic-response-controlled structure with active mass driver system. Part 2: Verification.”Earthquake Engrg. Struct. Dynamics, 20, 151–166.
17.
Maruyama, O., Aizawa, J., and Hoshiya, M. (1990). “Identification of dynamic properties of existing structures by multivariate ARMA representation.”Proc., Japan Soc. of Civ. Engrs., Tokyo, Japan, No. 416, 439–447 (in Japanese).
18.
Pi, Y. L., and Mickleborough, N. C. (1988). “Time domain modal identification of a linear vibrating structure.”UNICIV Rep. No. R-249, Univ. of New South Wales, Kensington, New South Wales, Australia.
19.
Reinhorn, A. M., and Manolis, G. D.(1985). “Current state of knowledge on structure control.”Shock and Vibration Digest, 17(10), 35–41.
20.
Sato, T., Toki, K., and Sugiyama, K. (1990). “Optimal control of seismic reponse of structure.”Proc., Japan Soc. of Civ. Engrs., Tokyo, Japan, No. 416, 191–200.
21.
Sato, T., Toki, K., and Hashimoto, M. (1991). “Predictive control of seismic response of structure with time delay.”Proc., Japan Soc. of Civ. Engrs., Tokyo, Japan, No. 428, 193–202 (in Japanese).
22.
Sato, T., Toki, K., and Hashimoto, M. (1993). “Active structural response control with self-learning mechanism.”Proc., Japan Soc. of Civ. Engrs., Tokyo, Japan, No. 471, 115–124 (in Japanese).
23.
Soong, T. T.(1988). “State-of-the-art review: Active structural control in civil engineering.”Engrg. Struct., 10, 74–84.
24.
Soong, T. T., Masri, S. F., and Housner, G. W.(1991). “An overview of active structural control under seismic loads.”Earthquake Spectra, 7, 473–505.
25.
Yang, J. N.(1982). “Control of tall buildings under earthquake excitation.”J. Engrg. Mech., ASCE, 108(5), 833–849.
26.
Yang, J. N., Akbarpour, A., and Ghaemmaghami, P.(1987). “New optimal control algorithms for structural control.”J. Engrg. Mech., ASCE, 113(9), 1369–1386.

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Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 121Issue 10October 1995
Pages: 1049 - 1055

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Published online: Oct 1, 1995
Published in print: Oct 1995

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Authors

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Masaru Hoshiya, Member, ASCE
Prof., Dept. of Civ. Engrg., Musashi Inst. of Technol., 1-28-1, Tamazutsumi, Setagaya-ku, Tokyo, 147, Japan.
Yoshihito Saito
Res. Assoc., Dept. of Civ. Engrg., Musashi Inst. of Technol., Tokyo, Japan; on leave from Tech. Res. and Development Div., Maeda Corp., 1-39-16, Asahicho Nerima-ku, Tokyo, 179, Japan.

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