Linear multiobjective control strategies for wind-excited buildings

Journal of Engineering Mechanics

Volumn 130, Issue 4, 2004, Pages 471-477

  Yang, Jann N ^a   Lin, Silian ^a   Jabbari, Faryar ^b  

^a UNIVERSITY OF CALIFORNIA   (United States)

^b University of California at Irvine   (United States)

Author keywords

Active control; Bench marks; Peak values; Structural control; Wind loads

Indexed keywords

BENCHMARKING; CIVIL ENGINEERING; CONTROL EQUIPMENT; CONTROL SYSTEM ANALYSIS; FEEDBACK CONTROL; WIND;

LINEAR MATRIX INEQUALITIES (LMI); WIND-EXCITED BUILDINGS;

BUILDINGS;

DYNAMIC RESPONSE; STRUCTURAL RESPONSE; WIND;

EID: 13844274862     PISSN: 07339399     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9399(2004)130:4(471)     Document Type: Article

References (26)

1. Abedor, J., et al. (1996). "A linear matrix inequality approach to peak-to-peak gain minimization." Int. J. Robust Nonlinear Control, 6(9), 899-927.
2. Agrawal, A. K., and Yang, J. N. (1997). "Static output polynomial control for linear structures." J. Eng. Mech., 123(6), 639-643.
3. Alt, T. R., Jabbari, F., and Yang, J. N. (2000). "Reliable control design for building under seismic excitation." Earthquake Eng. Struct. Dyn., 29, 241-257.
4. Boyd, S., El Ghaoui, L., Feron, E., and Balakrishnan, V. (1994). Linear matrix inequalities in system and control theory, SIAM Books, Philadelphia.
5. Housner, G. W., et al. (1997). "Structural control: Past, present and future." J. Eng. Mech., 123(9), 897-971.
6. Johnson, E. A., Voulgaris, P. G., and Bergman, L. A. (1998). "Multiobjective optimal structural control of the Notre Dame building model benchmark." Earthquake Eng. Struct. Dyn., (27), 1165-1187.
7. Kim, J. H., and Jabbari, F. (2002). "Actuator saturation and control design for buildings under seismic excitation." J. Eng. Mech., 128(4), 403-412.
8. Kose, I. E., Jabbari, F., Schmitendorf, W. E., and Yang, J. N. (1998). "Controllers for quadratic stability and performance of a benchmark problem." Earthquake Eng. Struct. Dyn., 27(11), 1385-1397.
9. Lin, S. (2003). "Multi-objective control for civil engineering structures." PhD dissertation, University of California, Irvine, Calif.
10. Ohtori, Y., Christenson, R. E., Spencer, B. F., Jr., and Dyke, S. J. (2004). "Benchmark control problems for seismically excited nonlinear buildings." J. Eng. Mech., 130(4), 366-387.
11. 2 control problem," Automatica, 29(2), 373-385.
12. Scherer, C., and Gahinet, P. (1997). "Multi-objective output-feedback control via LMI optimization." IEEE Trans. Autom. Control, 42(7), 896-910.
13. Spencer, B. F., Jr., Dyke, S. J., and Deoskar, H. S. (1998). "Benchmark problems in structural control-Part 1: Active mass driver system, and Part 2: Active tendon system." Earthquake Eng. Struct. Dyn., 27(11), 1127-1147.
14. Spencer, B. F., Jr., and Sain, M. K. (1997). "Controlling buildings: A new frontier in feedback." IEEE Control Syst. Mag., 17(6), 19-35.
15. Spencer, B. F., Jr., Suhardjo, J., and Sain, M. K. (1994). "Frequency domain optimal control strategies for aseismic protection." J. Eng. Mech., 120(1), 135-158.
16. Whorton, M. S., Calise, A. J., and Hsu, C.-C. (1998). "A study of fixed-order mixed norm designs for a benchmark problem in structural control." Earthquake Eng. Struct. Dyn., 27, 1315-1330.
17. Yang, J. N., and Agrawal, A. K. (2000). "Protective systems for high-technology facilities against microvibration and earthquake." Int. J. Struct. Eng. Mech., 10(6), 561-575.
18. Yang, J. N., and Agrawal, A. K. (2002). "Semi-active hybrid control systems for nonlinear buildings against near-field earthquakes." J. Eng. Struct., 24, 271-280.
19. Yang, J. N., Agrawal, A. K., and Chen, S. (1996a). "Optimal polynomial control of seismically excited non-linear and hysteric structures." Earthquake Eng. Struct. Dyn., 25(11), 1211-1230.
20. Yang, J. N., Agrawal, A. K., Samali, B., and Wu, J.-C. (2004). "Benchmark problem for response control of wind-excited tall buildings." J. Eng. Mech., 130(14), 437-446.
21. Yang, J. N., Kim, J. H., and Agrawal, A. K. (2000). "Resetting semiactive stiffness damper for seismic response control." J. Struct. Eng., 126(12), 1427-1433.
22. 2 performances." Earthquake Eng. Struct. Dyn., 31(4), 921-936.
23. Yang, J. N., Wu, J. C., Agrawal, A. K., and Hsu, S. Y. (1997). "Sliding mode control with compensators for wind and seismic response control." Earthquake Eng. Struct. Dyn., 26, 1137-1156.
24. Yang, J. N., Wu, J. C., Reinhorn, A. M., Riley, M., Schmitendorf, W. E., and Jabbari, F. (1996b). "Experimental verifications of H-infinity and sliding mode control for seismically excited buildings." J. Struct. Eng., 122(1), 69-75.
25. Zhou, K., Doyel, J. C., and Glover, K. (1996). Robust and optimal control, Prentice-Hall, Upper Saddle River, N.J.
26. ∞ constraints." J. Dyn. Syst., Meas., Control, 114, 329-338.