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Active vibration-attenuation controller design for uncertain structural systems with input time-delay

Active vibration-attenuation controller design for uncertain structural systems with input time-delay
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摘要 The problem of active vibration control for uncertain linear structural systems with control forces input timedelay is investigated in this study.First,the original structural equation is converted to a state-space model by utilizing the matrix transformation.Second,according to the obtained model and a special Lyapunov functional,a sufficient condition is achieved for the closed-loop system to be stable with a prescribed level of disturbance attenuation.Then,in terms of solving these linear matrix inequalities(LMIs),the state-feed controller is achieved to stabilize the structural system with the performance ‖z‖2<γ‖ω‖2.Third,by introducing the rank-1 vector to describe the system uncertainties,the uncertain system description is obtained,and the stabilizing condition is extended to the uncertain case.Finally,examples are given to show the effectiveness of the proposed methods. The problem of active vibration control for uncertain linear structural systems with control forces input timedelay is investigated in this study.First,the original structural equation is converted to a state-space model by utilizing the matrix transformation.Second,according to the obtained model and a special Lyapunov functional,a sufficient condition is achieved for the closed-loop system to be stable with a prescribed level of disturbance attenuation.Then,in terms of solving these linear matrix inequalities(LMIs),the state-feed controller is achieved to stabilize the structural system with the performance ‖z‖2<γ‖ω‖2.Third,by introducing the rank-1 vector to describe the system uncertainties,the uncertain system description is obtained,and the stabilizing condition is extended to the uncertain case.Finally,examples are given to show the effectiveness of the proposed methods.
出处 《Earthquake Engineering and Engineering Vibration》 SCIE EI CSCD 2015年第3期477-486,共10页 地震工程与工程振动(英文刊)
基金 National Natural Science Foundation under Grant No.61305019&51365017 Jiangxi Provincial Natural Science Foundation under Grant No.GJJ13430&GJJ13385 the Natural Science Foundation of Jiangxi University of Science and Technology of China under Grant No.NSFJ2014-K16
关键词 robust stabilization structural system VIBRATION a robust stabilization structural system vibration a
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参考文献20

  • 1M.H.Rafi eipour,A.K.Ghorbani-Tanha,M.Rahimian,R.Mohammadi-Ghazi.A novel semi-active TMD with folding variable stiffness spring[J].Earthquake Engineering and Engineering Vibration,2014,13(3):509-518. 被引量:2
  • 2Yuanchun Ding,Falu Weng,Ji Ge,Qi Liang,Xueyi Zhi,Zhengguang Wu.Novel Stabilization Conditions for Uncertain Singular Systems with Time-Varying Delay[J]. Mathematical Problems in Engineering . 2014
  • 3Yuanchun Ding,Falu Weng,Ji Ge,Liming Liang,Guoliang Yang,Bo Yu.Finite-Time Vibration-Attenuation Controller Design for Structural Systems with Parameter Uncertainties[J]. Advances in Mechanical Engineering . 2014
  • 4Yuanchun Ding,Falu Weng,Liming Liang.Active Vibration Attenuation for Uncertain Buildings Structural Systems with Sensor Faults[J]. Journal of Computers . 2013 (12)
  • 5Falu Weng,Yuanchun Ding,Guoliang Yang,Liming Liang,Zhongan Yu.Less Conservative Stability Criteria for Discrete‐Time Nonlinear Stochastic Singular Systems with Mixed Time‐Delay[J]. Asian J Control . 2013 (6)
  • 6Sadegh Etedali,Mohammad Reza Sohrabi,Saeed Tavakoli.Optimal PD/PID control of smart base isolated buildings equipped with piezoelectric friction dampers[J].Earthquake Engineering and Engineering Vibration,2013,12(1):39-54. 被引量:18
  • 7Zheng-Guang Wu,Ju H. Park,Hongye Su,Jian Chu.Stochastic stability analysis of piecewise homogeneous Markovian jump neural networks with mixed time-delays[J]. Journal of the Franklin Institute . 2012 (6)
  • 8Sundaram Suresh,Sriram Narasimhan,Satish Nagarajaiah,Narasimhan Sundararajan.Fault-tolerant adaptive control of nonlinear base-isolated buildings using EMRAN[J]. Engineering Structures . 2010 (8)
  • 9Chang-Ching Chang.H_∞ drift control of time-delayed seismic structures[J].Earthquake Engineering and Engineering Vibration,2009,8(4):617-626. 被引量:1
  • 10Yang Chen,Wenlong Zhang,Huijun Gao.Finite frequency H ∞ control for building under earthquake excitation[J]. Mechatronics . 2009 (1)

二级参考文献27

  • 1Dyke SJ,Spencer BF Jr,Quast P,Sain MK,Kaspari DC Jr,Soong TT."Experimental Verif ication of Acceleration Feedback Control Strategies for an Active Tendon System,"[].Journal of Engineering MechanicsASCE.1996
  • 2Higashino M,Aizawa S."Application of Active Mass Damper System in Actual Buildings,"[].Processings of Internationl Workshop on Structural Control.1993
  • 3Lin CC,Wei JY,Chang CC."Time Delay H∞ Control of Structures Under Earthquake Loading,"[].Journal of the Chinese Institute of Engineers.2007
  • 4Mahmoud MS,Terro MJ,Abdel-Rohman M."An LMI Approach to H∞-control of Time-delay Systems for the Benchmark Problem,"[].Earthquake Engineering and Structural Dynamics.1998
  • 5Ohtori Y,Christenson RE,Spencer Jr BF,Dyke SJ."Summary of Benchmark Control Problems for Seismically Excited Nonlinear Buildings,"[].Journal of Engineering MechanicsASCE.2004
  • 6Soong TT,Cimellaro GP."Future Directions in Structural Control,"[].Structural Control and Health Monitoring.2009
  • 7Udwadia FE,Phohomsiri1 P."Active Control of Structures Using Time Delayed Positive Feedback Proportional Control Designs,"[].Structural Control and Health Monitoring.2006
  • 8Wu WH,Lin CC."H∞ Energy Control and Its Stability Analysis for Civil Engineering Structures,"[].Structural Control and Health Monitoring.2004
  • 9Yang JN,Agrawal AK,Samali B,Wu JC."A Benchmark Problem for Response Control of Wind-excited Tall Buildings,"[].Journal of Engineering MechanicsASCE.2004
  • 10Cao H,Reinhorn A M,Soong T T.Design of an active mass damper for a tall TV tower in Nanjing, China[].Engineering Structures.1998

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