DECENTRALIZED OPTIMAL ITERATIVE LEARNING CONTROL OF SEISMIC RESPONSE OF TALL BUILDINGS

Wang Quan; Zhuang Jialei; Wang Jianguo; Qian Feng

doi:10.13204/j.gyjz201302004

Volume 43 Issue 2

Dec. 2014

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Wang Quan, Zhuang Jialei, Wang Jianguo, Qian Feng. DECENTRALIZED OPTIMAL ITERATIVE LEARNING CONTROL OF SEISMIC RESPONSE OF TALL BUILDINGS[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(2): 18-23. doi: 10.13204/j.gyjz201302004

Citation:

Wang Quan, Zhuang Jialei, Wang Jianguo, Qian Feng. DECENTRALIZED OPTIMAL ITERATIVE LEARNING CONTROL OF SEISMIC RESPONSE OF TALL BUILDINGS[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(2): 18-23. doi: 10.13204/j.gyjz201302004

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DECENTRALIZED OPTIMAL ITERATIVE LEARNING CONTROL OF SEISMIC RESPONSE OF TALL BUILDINGS

doi: 10.13204/j.gyjz201302004

1.
School of Civil and Hydraulic Engineering,Hefei University of Technology,Hefei 230009,China

Received Date: 2012-12-18
Publish Date: 2013-02-20

Abstract

Abstract

Methods for vibration control of tall buildings under earthquakes were studied.By introducing the decentralized control strategy and combining the linear quadratic optimal control and iterative learning control(ILC),an algorithm of decentralized optimal iterative learning control(DOILC) was presented for the decentralized control of tall buildings vibration.A typical 20-storey seismically excited building was used for comparing the performance of the two control strategies.The results indicated that the decentralized control strategy could effectively mitigate structural seismic response as well as the traditional centralized control strategy but was superior in enhancing the reliability and more efficient in the data real-time processing of the control system.
- tall building,
- seismic response,
- centralized control,
- decentralized control,
- optimal iterative learning

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References(10)

References

[2] Lynch J P, Law K H. Decentralized Control Techniques for LargeScale Civil Structural Systems[C]. Proceedings of SPIE-TheInternational Society for Optical Engineering,2002,4753(I):406-413.

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,2003:56-97.

[3] Zhou Q S, Duan Z D. Study of Hierarchical DecentralizedVibration Control of Structures[C]//Smart Structures andMaterials 2006:Sensors and Smart Structures Technologies forCivil, Mechanical, and Aerospace Systems. Bellingham: SPIE,2006,6174:199-205.

[4] Johansen J D. Active Control of Frame Structures: A DecentralizedApproach[D]. A Dissertation Submitted for the Degree Doctor ofPhilosophy in Mechanical Engineering, UNIVERSITY OFCALIFORNIA,2008.

[5] Ma T W, Xu N S, Tang Y. Decentralized Robust Control ofBuilding Structures Under Seismic Excitations[J]. EarthquakeEngineering and Structural Dynamics,2008,37(1):121140.

[6] Wang Y, Lynch J P, Law K H. Decentralized H ControllerDesign for Large-Scale Civil Structures[J]. EarthquakeEngineering and Structural Dynamics,2009,38(3):377401.

[7] Monajemi-Nezhad S, Rofooei F R. Decentralized sliding modecontrol of multistory buildings[J]. Structural Design of Tall andSpecial Buildings,2007,16(2):181204.

[8] Loh C H, Chang C M. Application of Centralized andDecentralized Control to Building Structure: Analytical Study[J].ASCE Journal of Engineering Mechanics,2008,134(11):970-982.

[9] Ma T W, Johansen J, Xu N S; et al. Improved DecentralizedMethod for Control of Building gari R, Hurlebaus S. Control of aSeismically Excited Benchmark Building Using Linear MatrixInequality-Based Semiactive Nonlinear Fuzzy Control[J]. ASCEJournal of Structural Engineering,2010,136(8):10231026.

[10] 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.

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