Finite frequency H∞ control for building under earthquake excitation

Mechatronics

Volumn 20, Issue 1, 2010, Pages 128-142

  Chen, Yang ^a   Zhang, Wenlong ^a   Gao, Huijun ^a  

^a HARBIN INSTITUTE OF TECHNOLOGY   (China)

Author keywords

Building vibration control; Finite frequency

Indexed keywords

ASYMPTOTIC STABILITY; BUILDINGS; CLOSED LOOP SYSTEMS; DEGREES OF FREEDOM (MECHANICS); FREQUENCY DOMAIN ANALYSIS; LINEAR MATRIX INEQUALITIES; VIBRATION CONTROL;

BUILDING STRUCTURE; BUILDING VIBRATIONS; EARTHQUAKE EXCITATION; FINITE FREQUENCIES; FINITE FREQUENCY DOMAIN; LINEAR MATRIX INEQUALITY TECHNIQUES; STRONG EARTHQUAKES; THREE DEGREE OF FREEDOMS;

EARTHQUAKES;

EID: 74449083509     PISSN: 09574158     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.mechatronics.2009.11.001     Document Type: Article

References (49)

1. Sandell N.R., Varaiya P., Athans M., and Safonov M.G. Survey of decentralized control methods for large scale systems. IEEE Trans Autom Control 23 2 (1978) 108-128
2. Housner G.W., Chassiakos A.G., Skelton R.E., and Spencer Jr. B.F. Structural control: past, present and future. J Eng Mech-ASCE 123 9 (1997) 897-971
3. Spencer Jr. B.F., and Sain M. Controlling buildings: a new frontier in feedback. IEEE Control Syst Mag 170 6 (1997) 19-35
4. Alkhatib R., and Golnaraghi M.F. Active structural vibration control: a review. Shock Vib Digest 35 5 (2003) 367-383
5. Soong T.T., and Cimellaro G.P. Future directions in structural control. Struct Control Health Monit 16 (2009) 7-16
6. ∞ and LQR control for wind-excited tall buildings. Eng Struct 20 3 (1998) 222-236
7. ∞ control for buildings with time delay in control via linear matrix inequalities and genetic algorithms. Eng Struct 30 (2008) 81-92
8. Chen Y., and Zhu C. Active vibration control based on linear matrix inequality for rotor system under seismic excitation. J Sound Vib 314 (2008) 53-69
9. ∞ vibration control for uncertain structural systems. J Sound Vib 273 (2004) 1031-1045
10. Lu L., Chiang W., Tang J., Liu M., and Chen C. Active control for a benchmark building under wind excitations. J Wind Eng Ind Aerod 91 (2003) 469-493
11. Wu J., Chih H., and Chen C. A robust control method for seismic protection of civil frame building. J Sound Vib 294 (2006) 314-328
12. ∞ Model reduction for switched LPV systems with aver-age dwell time. IEEE Trans Autom Control 53 10 (2008) 2443-2448
13. ∞ filtering for switched linear discrete time-delay systems with polytopic uncertainties. IET Control Theory Appl 1 3 (2007) 722-730
14. Du H., and Zhang N. Energy-to-peak control of seismic-excited buildings with input delay. Struct Control Health Monit 14 (2007) 947-970
15. Balandin D.V., and Kogan M.M. LMI-based optimal attenuation of multi-storey building oscillations under seismic excitations. Struct Control Health Monit 12 (2005) 213-224
16. Mahmoud M., Zribi M., and Soh Y. Optimal control of seismically-excited building structures. Comput Struct 74 (2000) 521-533
17. Saleh A., and Adeli A. Optimal control of adaptive building structures under blast loading. Mechatronics 8 8 (1998) 821-844
18. Guclu R. Sliding mode and PID control of a structural system against earthquake. Math Comput Model 44 (2006) 210-217
19. Manjunath T., and Bandyopadhyay B. Vibration control of Timoshenko smart structures using multirate output feedback based discrete sliding mode control for SISO systems. J Sound Vib 326 (2009) 50-74
20. Bucz S., Harsanyi L., and Vesely V. A new approach to tuning robust PID controllers. ICIC Exp Lett 2 4 (2008) 317-322
21. Madan A. Vibration control of building structures using self-organizing and self-learning neural networks. J Sound Vib 287 (2005) 759-784
22. Zapateiro M., Luo N., Karimi H.R., and Vehi J. Vibration control of a class of semiactive suspension system using neural network and backstepping techniques. Mech Syst Signal Process 23 (2009) 1946-1953
23. Pouezeunali S., Lacasani H.H., and Modarayi A.H. Active control of high rise building structures using fuzzy logic and genetic algorithms. Eng Struct 29 3 (2007) 346-357
24. Shook D., Roschke P., Lin P., and Loh C. GA-optimized fuzzy logic control of a large-scale building for seismic loads. Eng Struct 30 (2008) 436-449
25. Park K., Koh H., and Seo C. Independent modal space fuzzy control of earthquake-excited structures. Eng Struct 26 (2004) 279-289
26. Zapateiro M., Karimi H.R., Luo N., and Spencer Jr. B.F. Frequency domain control based on quantitative feedback theory for vibration suppression in structures equipped with magnetorheological dampers. Smart Mater Struct 18 13pp (2009) 095041
27. Zapateiro M, Karimi HR, Luo N, Spencer Jr BF. Real-time hybrid testing of semiactive control strategies for vibration reduction in a structure with MR damper. J Struct Control Health Mon 2009. doi:10.1002/stc.321.
28. Zapateiro M., Karimi H.R., Luo N., and Spencer Jr. B.F. Semiactive backstepping control for vibration reduction in a structure with magnetorheological damper subject to seismic motions. J Intell Mater Syst Struct 20 17 (2009) 2037-2053
29. Goto S., Koga K., Nakamura M., Furue T., Matsuo C., Sueyoshi M., et al. Outlier judgement and deterioration prediction of rotating equipment based on vibration measurement. Int J Innovative Comput Inform Control 4 1 (2008) 199-210
30. Lim C. Active vibration control of the linear structure with an active mass damper applying robust saturation controller. Mechatronics 18 (2008) 391-399
31. ∞ control for aseismic structures with uncertainties in model parameters. Earthq Eng Eng Vib 6 4 (2007) 409-416
32. Wang S., Yeh H., and Roschke P. Robust control for structural systems with parametric and unstructured uncertainties. Proc Am Control Conf (2001) 1109-1114
33. Li H., Chen B., Zhou Q., and Lin C. Delay-dependent robust stability for stochastic time-delay systems with polytopic uncertainties. Int J Robust Nonlin Control 18 (2008) 1482-1492
34. Cole M., Wongratanaphisan T., Pongvuthithum R., and Fakkaew W. Controller design for flexible structure vibration suppression with robustness to contacts. Automatica 44 (2008) 2876-2883
35. ∞ control of tall building with reduced-order modelling technique. Struct Control Health Monit 15 (2008) 64-89
36. ∞ output-feedback control. J Syst Control Eng 223 6 (2009) 809-820
37. ∞ control method. Eng Struct 30 (2008) 3336-3344
38. Iwasaki T., and Hara S. Generalized KYP lemma: unified frequency domain inequality with design applications. IEEE Trans Autom Control 50 1 (2005) 41-59
39. ∞ control for a class of nonlinear discrete time-delay stochastic systems with missing measurements. Automatica 45 3 (2009) 684-691
40. ∞ filtering for discrete-time stochastic systems with missing measurements. IEEE Trans Autom Control 53 9 (2008) 2170-2180
41. ∞ filtering for uncertain stochastic time-delay systems with sector-bounded nonlinearities. Automatica 44 5 (2008) 1268-1277
42. Yang B., and Mote Jr. C.D. Frequency-domain vibration control of distributed gyroscopic systems. J Dyn Syst Meas Control-Trans ASME 113 1 (1991) 18-25
43. Gahinet P., Nemirovskii A., Laud A.J., and Chilali M. LMI control toolbox user's guide (1995), The Math. Works Inc., Natick, MA
44. Du H., and Lam J. Energy-to-peak performance controller design for building via static output feedback under consideration of actuator saturation. Comput Struct 84 (2006) 2277-2290
45. 2 synthesis with enhanced linear matrix inequalities (LMI) characterizations. IEEE Trans Autom Control 42 12 (2001) 1941-1946
46. ∞ control of active suspensions: an LMI approach. IEEE Trans Control Syst Technol 13 3 (2005) 412-421
47. Veillette R.J., Medanic J.V., and Perkins W.R. Design of reliable control system. IEEE Trans Autom Control 37 3 (1992) 290-304
48. ∞ control of a class of uncertain interconnected systems: an LMI approach. Int J Syst Sci 40 6 (2009) 649-657
49. Du H., and Zhang N. Active vibration control of structures subject to parameter uncertainties and actuator delay. J Vib Control 14 5 (2008) 689-709