Frequency domain optimal control strategies for aseismic protection

Journal of Engineering Mechanics

Volumn 120, Issue 1, 1994, Pages 135-158

  Spencer, B F ^a   Suhardjo, J ^a   Sain, M K ^a  

^a UNIVERSITY OF NOTRE DAME   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

ACCELERATION MEASUREMENT; DYNAMIC RESPONSE; OPTIMAL CONTROL SYSTEMS; SEISMOLOGY; TIME DOMAIN ANALYSIS;

ACTIVE MASS DAMPER; CONTROL STRATEGIES; H2 CONTROL METHODS; HX CONTROL METHODS; STRUCTURAL RESPONSE;

FREQUENCY DOMAIN ANALYSIS;

EARTHQUAKES; PROTECTION; SEISMIC RESPONSE; STRUCTURES;

FREQUENCY DOMAIN; OPTIMAL CONTROL STRATEGY; SEISMIC LOADING; SEISMIC RESPONSE;

EID: 0028176412     PISSN: 07339399     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9399(1994)120:1(135)     Document Type: Article

References (27)

1. Abdel-Rohman, M. (1980). "The feasibility of active control of tall buildings. Structural Control, H. H. Leipholz, ed., Martinus Nijhoff, Amsterdam, Netherlands, 1-16.
2. Abdel-Rohman, M., and Leipholz, H. H. (1980). "Design of reduced-order observers for structural control systems. Structural control, H. H. Leipholz, ed., Martinus Nijhoff, Amsterdam, Netherlands, 57-77.
3. Anderson, B. D. O. (1967). "An algebraic solution to the spectral factorization problem. 1EEE Trans. on Automatic Control, 12, 410-414.
4. Baba, S., Ninoniya, K., and Hayashi, Y. (1989). "Active optimal control of structure using optimal observer. J. Engrg. Mech., ASCE, 115(11), 2564-2581.
5. Boyd, S. P., and Barratt, C. H. (1991). Linear controller design--limits of performance, Prentice-Hall, Englewood Cliffs, N.J.
6. Chiang, R. Y., and Safonov, M. G. (1988). Robust-controltoolbox, The MathWorks, South Natick, Mass.
7. Chung, L. L., Reinhorn, A. M., and Soong, T. T. (1988). "Experiments on active control of seismic structures. J. Engrg. Mech., ASCE, 114(2), 241-256.
8. Doyle, J. C., Glover, K., Khargonekar, P., and Francis, B. (1989). "State-space solutions to standard H2 and H∞ control problems. IEEE Trans. on Automatic Control, 34, 831-847.
9. Francis, B. A. (1987). A course in H∞ control theory, lecture notes in control and information sciences, Springer-Verlag, Berlin, Germany.
10. Housner, G. W., and Masri, S. F., eds. (1990). Proc. U.S. Nat. Workshop on Struct. Control Res., USC Pubfications No. M9013, University of Southern California, Los Angeles, Calif., Oct. 25-26.
11. Kaynia, A. M., Veneziano, D., and Biggs, J. M. (1981). "Seismic effectiveness of tuned mass dampers. J. Struct. Div., ASCE, 107(8), 1465-1484.
12. MATLAB. (1992). The MathWorks, South Natick, Mass.
13. Reinhorn, A. M., Manolis, G. D., and Wen, C. Y. (1987). "Active control of inelastic structures. J. Engrg. Mech., ASCE, 113(3), 315-333.
14. Reinhorn, A. M., Soong, T. T., Lin, R. C., Wang, Y. P., Fukao, Y., Abe, H., and Nakai, M. (1989). "1:4 scale model studies of active tendon systems and active mass dampers for aseismic protection. Tech. Report NCEER-89-O026, Nat. Ctr. for Earthquake Engrg. Res., State Univ. of New York, Buffalo, N.Y.
15. Sain, P. M., Spencer, Jr., B. F., Sain, M. K., and Suhardjo, J. (1992). "Structural control design in the presence of time delay. Proe. 9th Engrg. Mech. Conf., College Station, Tex., May 25-27, 812-815.
16. Soong, T. T. (1990). Active structural control: theory and practice, Longman Scientific and Technical, Essex, England.
17. Spencer, Jr., B. F., Suhardjo, J., and Sain, M. K. (1991). "Frequency domain control algorithms for civil engineering applications. Proc. Int. Workshop on Tech. for Hong Kong's Infrastructure Development, Hong Kong, 169-178.
18. Stengel, R. F. (1986). Stochastic optimal control. Wiley-Interscience, New York, N.Y.
19. Suhardjo, J. (1990). "Frequency domain techniques for control of civil engineering structures with some robustness considerations. PhD thesis, University of Notre Dame, Notre Dame, Ind.
20. Suhardjo, J., Spencer, Jr., B. F., and Sain, M. K. (1990). "Feedback-feedforward control of structures under seismic excitation. Struct. Saf., 8, 69-89.
21. Suhardjo, J, Spencer, Jr., B. F., Sain, M. K., and Tomasula, D. (1992a). "Nonlinear control of tension leg platforms. Proc. Int. Congress on Innovative Long Span Structures, Toronto, Canada, Volume 1,464-474.
22. Suhardjo, J., Spencer, Jr., B. F., and Kareem, A. (1992b). "Active control of wind excited buildings: a frequency domain based design approach. J. Wind Eng. Ind. Aerodyn., 41-44, 294-304.
23. Suhardjo, J., Spencer, Jr., B. F., and Kareem, A. (1992c). "Frequency domain optimal control of wind excited buildings. J. Engrg. Mech., ASCE, 118(12), 2463-2481.
24. Willems, J. C. (1971). "Least-squares stationary optimal control and the algebraic equation. IEEE Trans. Autom. Control, 16, 621-634.
25. Yang, J. N. (1982). "Control of tall buildings under earthquake excitation. J. Engrg. Mech. Div., ASCE, 108(5), 833-849.
26. Yang, J. N., and Giannopoulos, F. (1979). "Active control and stability of cablestayed bridge. J. Engrg. Mech. Div., ASCE, 105(4), 677-694.
27. Yao, J. T. P. (1972). "Concept of structural control. J. Struct. Div., ASCE, 98(7), 1567-1574.