Suboptimal control strategy in structural control implementation

Structural Engineering and Mechanics

Volumn 19, Issue 1, 2005, Pages 107-121

  Xu, J Y ^a   Li, Q S ^b   Li, G Q ^a,c   Wu, J R ^b   Tang, J ^b  

^a WUHAN UNIVERSITY OF TECHNOLOGY   (China)

^b CITY UNIVERSITY OF HONG KONG   (Hong Kong)

^c SWINBURNE UNIVERSITY OF TECHNOLOGY   (Australia)

Author keywords

Earthquake simulation; Optimization; Structural control; Suboptimal control; Time delay; Vibration

Indexed keywords

ALGORITHMS; BUILDINGS; COMPUTER SIMULATION; CONTROL SYSTEMS; DIFFERENTIAL EQUATIONS; EARTHQUAKE EFFECTS; LARGE SCALE SYSTEMS; MATHEMATICAL TRANSFORMATIONS; MATRIX ALGEBRA; PROBLEM SOLVING; VIBRATION CONTROL;

EARTHQUAKE SIMULATION; STRUCTURAL CONTROL; SUBOPTIMAL CONTROL; TIME DELAY;

STRUCTURAL ANALYSIS;

EID: 10244242638     PISSN: 12254568     EISSN: None     Source Type: Journal    
DOI: 10.12989/sem.2005.19.1.107     Document Type: Article

References (27)

1. Abe, M. (1996), "Semi-active tuned mass dampers for seismic protection of civil structures", Earthq. Eng. Struct. Dyn., 25, 743-749.
2. Cai, G.P. and Huang, J.Z. (2002), "Optimal control method for seismically excited building structures with time-delay in control", J. Eng. Mech., 128(6), 602-612.
3. Cai, G.P., Huang, J.Z. and Yang, S.X. (2003), "An optimal control method for linear systems with time delay", Comput. Struct., 81, 1539-1546.
4. Cai, G.P. and Sun, F. (2003), "Sub-optimal control of structures", Earthq. Eng. Struct. Dyn., 32, 2127-2142.
5. Choi, S.S. and Sirisena, H.R. (1974), "Computation of optimal output feedback gains for linear multivariable systems", IEEE Transactions on Automatic Control, 19(3), 257-258.
6. Dupont, P., Kasturi, P. and Stokes, A. (1997), "Semi-active control of reaction dampers", J. Sound Vib., 202(2), 203-218.
7. Fang, J.Q., Li, Q.S. and Jeary, A.P. (2003), "Modified independent modal space control of MDOF systems", J. Sound Vib., 261, 421-441.
8. Hari, Y.L., Li, Y.L., Li, Q.S., Leung, A.Y.T. and Lin, P.H. (2003), "Structural vibration control by shape memory alloy damper", Earthq. Eng. Struct. Dyn., 32, 483-494.
9. Levine, W.S. and Athans, M. (1970), "On the determination of the optimal constant output feedback gains for linear multivariable systems", IEEE Transactions on Automatic Control, 15(1), 44-48.
10. Li, Q.S. (2003), "Reduced order control for wind-induced vibrations of tall buildings", The Structural Design of Tall Buildings, 12, 177-190.
11. Li, Q.S., Cao, H., Li, G.Q., Li, S.J. and Liu, D.K. (1999), "Optimal design of wind-induced vibration control of tall buildings and high rise structures", Wind and Structures, 2(1), 69-83.
12. Li, Q.S., Fang, J.Q., Jeary, A.P. and Liu, D.K. (2001a), "Decoupling control law for structural control implementation", Int. J. Solids Struct., 38(34-35), 6147-6162.
13. Li, Q.S., Liu, D.K., Zhang, N., Tam, C.M. and Yang, L.F. (2001b), "Multi-level design model and genetic algorithm for structural control system optimization", Earthq. Eng. Struct. Dyn., 30, 927-942.
14. Li, Q.S., Liu, D.K., Leung, A.Y.T., Zhang, N. and Luo, Q.Z. (2002), "A multilevel genetic algorithm for the optimal design of structural control systems", Int. J. Numer. Meth. Eng., 55, 817-834.
15. Li, S.J, Li, G.Q., Tang, J. and Li, Q.S. (2002a), "Shallow rectangular TLD for structural control implementation", Applied Acoustics, 63(10), 1125-1135.
16. Li, S.J, Li, G.Q., Tang, J. and Li, Q.S. (2002b), "Shallow cylindrical TLD for vibration control of high-rise structures", The Structural Design of Tall Buildings, 11(4), 285-293.
17. Naeim, F. (2001). The Seismic Design Handbook. 2nd edition, Kluwer Academic Publishers.
18. Polak, E., Meeker, G., Yamada, K. and Kurata, N. (1994), "Evaluation of an active variable-damping structure", Earthq. Eng. Struct. Dyn., 23, 1259-1274.
19. Ricciardelli, F. Occhiuzzi, A. and Clemente, P. (2000), "Semi-active tuned mass damper control strategy for wind-excited structures", J. Wind Engineering and Industrial Aerodynamics, 88, 57-74.
20. Soong, T.T. (1990), Active Structural Control: Theory and Practice. John Wiley & Sons, New York.
21. Symans, M.D. and Constantinou, M.C. (1997), "Experimental testing and analytical modeling of semi-active fluid dampers for seismic protection", J. of Intelligent Material Systems and Structures, 8, 644-657.
22. Symans, M.D. and Constantinou, M.C. (1997), "Seismic testing of a building structure with a semi-active fluid damper control system", Earthq. Eng. Struct. Dyn., 26, 759-777.
23. Symans, M.D. and Constantinou, M.C. (1999), "Semi-active control systems for seismic protection of structures: A state-of-the-art review", Eng. Struct., 21, 469-487.
24. Wang, K.W., Kim, Y.S. and Shea, D.B. (1994), "Vibration control via electrorheological-fluid-based actuators with adaptive viscous and factional damping", J. Sound Vib., 177(2), 227-237.
25. Xo, J.Y., Tang, J. and Li, Q.S. (2002), "An efficient method for the solution of Reccati equation in structural control implementation", Applied Acoustics, 63, 1215-1232.
26. Yang, J.N., Wu, J.C., Kawashima, K. and Unjoh, S. (1995), "Hybrid control of seismic-excited bridge structures", Earthq. Eng. Struct. Dyn., 24, 1437-1451.
27. Yang, S.Z. and Wu, Y. (1992), Time Series Analysis in Engineering Application. Huazhong University of Science and Technology Press, Wuhan.