Bakule L. Decentralized control: An overview[J].Annual Reviews in Control, 2008, 32(1): 87-98.
[2]
Lynch J P, Law K H. Decentralized control techniques for large-scale civil structural systems //Proceedings of the 20th International Modal Analysis Conference,February 4-7,2002,Los Angeles.Bellingham: Society of Photo-Optical Instrumentation Engineers, 2002.
[3]
Johansen J D. Active control of frame structures: A decentralized approach . University of California, 2008.
[4]
Ma T W, Xu N S, Tang Y. Decentralized robust control of building structures under seismic excitations[J]. Earthquake Engng Struct. Dyn, 2008; 37(1): 121-140.
[5]
Wang Y, Lynch J P, Law K H. Decentralized H∞ controller design for large-scale civil structures[J]. Earthquake Engineering and Structural Dynamics, 2009, 38(3): 377-401.
[6]
Ma T W, Johansen J, Xu N S,et al. Improved decentralized method for control of building structures under seismic excitation[J]. Journal of Engineering Mechanics, 2010, 136(5): 662-673.
[7]
Guclu R. Sliding mode and PID control of a structural system against earthquake[J]. Mathematical and Computer Modelling,2006, 44(1-2): 210-217.
[8]
Wang A P, Lin Y H. Vibration control of a tall building subjected to earthquake excitation [J]. Journal of Sound and Vibration,2007, 299(4-5) :757-773.
[9]
Lu K C, Loh C H, Yang J N, et al. Decentralized sliding mode control of a building using MR dampers [J]. Smart Materials and Structures, 2008, 17(5): 1-15.
[10]
欧进萍.结构振动控制――主动、半主动和智能控制[M]. 北京:科学出版社, 2003. OU Jinping.Structural vibration contro――active,semi-active and intelligent contro[M].Beijing:Science Press,2003.(in Chinese)
[11]
汪 权,王建国,张鸣祥. 结构地震反应线性二次型最优迭代学习控制[J]. 应用科学学报, 2010, 28(2): 197-202. WANG Quan,WANG Jianguo,ZHANG Mingxiang.Optimal control of structure seismic response using linear quadratio performance function and iterative learning[J].Journal of Applied Sciences,2010,28(2):197-202.(in Chinese)