Modified sliding mode control for wind-excited benchmark problem

Journal of Engineering Mechanics

Volumn 130, Issue 4, 2004, Pages 499-504

  Wu, Jong Cheng ^a   Yang, Jann N ^b  

^a TAMKANG UNIVERSITY   (Taiwan)

^b University of California at Irvine   (United States)

Author keywords

Bench marks; Nonlinear systems; Sliding; Structural control

Indexed keywords

BENCHMARKING; BUILDINGS; CONTROL EQUIPMENT; FEEDBACK; KALMAN FILTERING; ROBUSTNESS (CONTROL SYSTEMS); WIND;

ACTIVE TUNED MASS DAMPERS (ATMD); MODIFIED SLIDING MODE CONTROL (MSMC);

SLIDING MODE CONTROL;

DAMPING; DYNAMIC RESPONSE; STRUCTURAL RESPONSE; WIND;

EID: 13844250221     PISSN: 07339399     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9399(2004)130:4(499)     Document Type: Article

References (20)

1. Agrawal, A. K., Yang, J. N., and Wu, J. C. (1998). "Nonlinear control strategies for duffing systems." Int. J. Non-Linear Mech., 33(5), 829-841.
2. Cao, H., Reinhorn, A. M., and Soong, T. T. (1998). "Design of an active mass damper for a tall TV tower in Nanjing, China." J. Eng. Struct., 20(3), 134-143.
3. Skelton, R. E. (1988). Dynamic systems control: Linear systems analysis and synthesis, Wiley, New York.
4. 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.
5. Utkin, V. I. (1992). Sliding modes in control optimization, Springer, Berlin.
6. Wu, J. C. (2003). "Experiments on a full-scale building model using modified sliding model control." J. Eng. Mech., 129(4), 363-372.
7. Wu, J. C., and Pan, B. C. (2002). "Wind tunnel verification of actively controlled high-rise building in along-wind motion." J. Wind. Eng. Ind. Aerodyn., 90(12), 1933-1950.
8. Wu, J. C., and Yang, J. N. (1998a). "Active control of transmission tower under stochastic wind." J. Struct. Eng., 124(11), 1302-1312.
9. Wu, J. C., and Yang, J. N. (1998b). "Sliding mode control of 76-story wind-excited benchmark problem." Proc., 2nd World Conf. on Structural Control, 1445-1454.
10. Wu, J. C., Yang, J. N., and Agrawal, A. K. (1998). "Application of sliding mode control to benchmark problems." Earthquake Eng. Struct. Dyn., 27(11), 1247-1265.
11. 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(4), 437-446.
12. Yang, J. N., Wu, J. C., and Agrawal, A. K. (1995a). "Sliding mode control for seismically excited linear structures." J. Eng. Mech., 121(12), 1386-1390.
13. Yang, J. N., Wu, J. C., and Agrawal, A. K. (1995b). "Sliding mode control for nonlinear and hysteretic structures." J. Eng. Mech., 121(12), 1330-1339.
14. 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.
15. Yang, J. N., Wu, J. C., Agrawal, A. K., and Li, Z. (1994). "Sliding mode control of seismic-excited linear and nonlinear civil engineering structures." Technical Rep. NCEER-94-0017, National Center for Earthquake Engineering Research, Buffalo, N.Y.
16. Yang, J. N., Wu, J. C., Kawashima, K., and Unjoh, S. (1995c). "Hybrid control of seismic-excited bridge structures." Earthquake Eng. Struct. Dyn., 24(11), 1437-1451.
17. Yang, J. N., Wu, J. C., and Li, Z. (1996c). "Control of seismic-excited buildings using active variable stiffness systems." J. Eng. Struct., 18(8), 589-596.
18. Yang, J. N., Wu, J. C., Agrawal, A. K., and Samali, B. (1998). "A benchmark problem for response control of wind-excited tall buildings." Proc., 2nd World Conf. on Structural Control, Kyoto, Japan, 1445-1454.
19. Yang, J. N., Wu, J. C., Reinhorn, A. M., and Riley, M. (1996a). "Control of sliding-isolated buildings using sliding-mode control." J. Struct. Eng., 122(12), 179-186.
20. Yang, J. N., Wu, J. C., Reinhorn, A. M., Riley, M., Schmitendorf, W. E., and Jabbari, F. (1996b). "Experimental verifications of H∞ and sliding mode control for seismically excited buildings." J. Struct. Eng., 122(1), 69-75.