Nonlinear decentralized control of a flexible cable-stayed beam structure

Journal of Vibration and Acoustics, Transactions of the ASME

Volumn 119, Issue 4, 1997, Pages 523-526

  Magana M E ^a   Volz, P ^a   Miller, T ^a  

^a Oregon State University   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

CABLE STAYED BRIDGES; CONTROL EQUIPMENT; DECENTRALIZED CONTROL; DESIGN; FLEXIBLE STRUCTURES; NONLINEAR CONTROL SYSTEMS;

CABLE STAYED BEAMS;

BEAMS AND GIRDERS;

EID: 0031249583     PISSN: 10489002     EISSN: 15288927     Source Type: Journal    
DOI: 10.1115/1.2889754     Document Type: Article

References (16)

1. Chait, Y., Radcliffe, C. J., and MacCluer, C. R., 1988, “Frequency Domain Stability Criterion for Vibration Control of the Bernoulli-Euler Beam,” ASME Journal of Dynamic Systems, Measurement, and Control, Vol. 110, pp. 303-307.
2. Chen, B. S., Lin, C. L., and Hsiao, F. B., 1991, “Robust Observer-Based Control of a Vibrating Beam,” Proc. Institution of Mechanical Engineers, Part C, J. Mechanical Engineering Science, Vol. 205, No. C2, pp. 77-89.
3. Chen, Y. H., and Piontelc, E. D., 1992, “Decentralized Adaptive Robust Control, and its Applications to an Uncertain Flexible Beam,” J, Guidance, Control, and Dynamics, Vol. 15, pp. 692-699.
4. Conrad, F., 1990, “Stabilization of Beams by Pointwise Feedback Control,” SIAM J. Control and Optimization, v. 28, pp. 423-37.
5. Corless, M., 1993, “Control of Uncertain Nonlinear Systems,” ASME Journal of Dynamic Systems, Measurement, and Control, Vol. 115, pp. 362-372.
6. Garevski, M., and Severn, R. T., 1993, “Damping and Response Measurement on a Small-Scale Model of a Cable-Stayed Bridge,” Earthquake Engr. and Structural Dynamics, Vol. 22, pp. 13-29.
7. Habib, M. S., and Radcliffe, C. J., 1991, “Active Parametric Damping of Distributed Parameter Beam Transverse Vibration,” ASME Journal of Dynamic Systems, Measurement, and Control, Vol. 113, pp. 295-299.
8. Horn, R. A., and Johnson, C. R., 1985, Matrix Analysis, Cambridge University Press.
9. Matsumo, F., Murachi, T., and Sakawa, Y., 1994, “Feedback Control of Decoupled Bending and Torsional Vibrations of Flexible Beams,” J. Robotic Systems, Vol. 11, No. 5, pp. 341-53.
10. Meirovitch, L., and Baruh, H., 1983, “Robustness of the Independent Modal-Space Control Method,” J. Guidance, Control, and Dynamics, Vol. 6, No. 1, pp. 20-25.
11. Morris, K. A. and Vidyasagar, M., 1990, “A Comparison of Different Model for Beam Vibrations from the Standpoint of Control Design,” ASME Journal of Dynamic Systems, Measurement, and Control, Vol. 112, pp. 349-56.
12. Ohsumi, A., and Sawada, Y., 1993, “Active Control of Flexible Sttuctures Subject to Distributed and Seismic Disturbances,” ASME Journal of Dynamic Systems, Measurement, and Control, Vol. 115, pp. 649-57.
13. Sii, Y. A., and Tadjbakhsh, I. G., 1991, “Optimal Control of Beams with Dynamic Loading and Buckling,” ASME Journal of Applied Mechanics, Vol. 58, pp. 197-202.
14. Volz, P., May 1995, “Decentralized Control of a Cable-Stayed Beam Structure,” M. S. Thesis, Oregon State University, Corvallis, OR.
15. Warnitchai, P., Fujino, Y., Pacheco, B., and Agret, R. 1993, “An Experimental Study on Active Tendon Control of Cable-Stayed Bridges,” Earthquake Engr. and Structural Dynamics, Vol. 22, pp. 93-11.
16. Yang, J. N., and Giannopoulos, F., 1979, “Active Control and Stability of Cable-Stayed Bridge,” J. Engineering Mechanics, Vol. 105, No. 4, pp. 677-694.