Finite-Time Nonsmooth Vibration Control for Building Structure with Actuator Failures
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- 英文论文题名：Finite-Time Nonsmooth Vibration Control for Building Structure with Actuator Failures
- 论文作者：Wang Jianhui ; Wang Qing ; Xiaofang Huang ; Mingjing Yao
- 英文论文作者：Wang Jianhui ; Wang Qing ; Xiaofang Huang ; Mingjing Yao ; School of Mechanical and Electric Engineering ; Guangzhou University ; School of Civil Eengineering ; Guangzhou University ; The Engineering & technical college of chengdu University of Technology
- 年：2017
- 作者机构：School of Mechanical and Electric Engineering,Guangzhou University;School of Civil Eengineering,Guangzhou University;The Engineering & technical college of chengdu University of Technology;
- 英文论文关键词：Building structure ; Finite-time stability ; Nonsmooth control ; Actuator failure ; Vibration
- 会议召开时间：2017-07-26
- 会议录名称：第36届中国控制会议论文集（A）
- 英文会议录名称：Proceedings of the 36th Chinese Control Conference（A）
- 语种：英文
- 分类号：TB535;TU311.3
- 学会代码：KZLL
- 会议名称：第36届中国控制会议
- 会议地点：中国辽宁大连
- 主办单位：中国自动化学会控制理论专业委员会
- 学会名称：中国自动化学会控制理论专业委员会
- 页数：5
- 文件大小：491k
- 原文格式：D
- 会议级别：全国
摘要
In order to accommodate actuator failures which are uncertain in time, pattern and value, the finite-time stable nonsmooth control method is applied to suppress the vibration, which overcomes the shortcomings of the traditional control method neglecting the influence of actuator. According to theory of Lyapnov stability, the designed control method is proved that can realize the stability of building structural vibration. Finally, several simulation examples are given for numerical simulation that regarding a building by the earthquake. The control effect under nonsmooth control condition is compared with a way of LQR control. The simulation results reveal that the designed control method has great seismic performance and is available for vibration control of actuator failure in building structure.
In order to accommodate actuator failures which are uncertain in time, pattern and value, the finite-time stable nonsmooth control method is applied to suppress the vibration, which overcomes the shortcomings of the traditional control method neglecting the influence of actuator. According to theory of Lyapnov stability, the designed control method is proved that can realize the stability of building structural vibration. Finally, several simulation examples are given for numerical simulation that regarding a building by the earthquake. The control effect under nonsmooth control condition is compared with a way of LQR control. The simulation results reveal that the designed control method has great seismic performance and is available for vibration control of actuator failure in building structure.
In order to accommodate actuator failures which are uncertain in time, pattern and value, the finite-time stable nonsmooth control method is applied to suppress the vibration, which overcomes the shortcomings of the traditional control method neglecting the influence of actuator. According to theory of Lyapnov stability, the designed control method is proved that can realize the stability of building structural vibration. Finally, several simulation examples are given for numerical simulation that regarding a building by the earthquake. The control effect under nonsmooth control condition is compared with a way of LQR control. The simulation results reveal that the designed control method has great seismic performance and is available for vibration control of actuator failure in building structure.
引文
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[13]J.H.Wang,Q.Wang,K.M.Ma,Non-smooth controller Design for Permanent Magnet Synchronous Motors,Computer Simulation,2016,03:227-230+263.
[14]J.H.Wang,Q.Wang,L.Zhang,Design of Non-smooth Synchronous Control Method for Stage Lifting Machinery,International Conference on Information Science and Control Engineering,IEEE Computer Society,2016:943-947.
[15]K.M.Ma,Design of Continuous Non-Smooth Attitude Control Laws for Spacecraft,Journal of Astronautics,2012,33(6):713-719.
[16]K.M.Ma.Non-Smooth Design and Implementation of High-precision Guidance Laws,Journal of Ballistics,2013,25(2):1-5.
[17]H.Liu,S.Ding,S.Li,X.Chen,Finite-time control of PSPM position servo system,Electric Machines and Control,13(3),2009:424-430.
[18]K.M.Ma.Design of non-smooth guidance law with terminal line-of-sight constraint[J],Journal of Ballistics,2011,23(2):14-18.
[19]M.X.Fang,M.Wu,J.H.She.Analysis and Design of Structural Active Control System Based on the Method of Equivalent Input Disturbance[J].Journal of Anhui Normal University(Natural Science),2009,32(6):534-540.
[2]J.P.Ou.Structural vibration control-active,semi-active and intelligent control[M].Beijing:Science Press,2003.
[3]X.F.Li,B.Wang.Research on linear quadratic iterative learning control(LQILC)for seismic responses of cable-stayed bridge[J].Earthquake engineering and engineering dynamics,2015,35(1):174-182.
[4]G.Tao,S.Joshi,and X.Ma,“Adaptive state feedback and tracking control of systems with actuator failures,”IEEE Transactions on Automatic Control,vol.46,no.1,pp.78–95,Jan.2001.
[5]G.Tao,S.Chen,and S.Joshi,“An adaptive actuator failure compensation controller using output feedback,”IEEE Transactions on Automatic Control,vol.47,no.3,pp.506–511,Mar.2002.
[6]X.D.Tang,G.Tao,and S.M.Joshi,“Adaptive actuator failure compensation for parametric strict feedback systems and an aircraft application,”Automatica,vol.39,no.11,pp.1975–1982,Nov.2003.
[7]X.D.Tang,G.Tao,and S.M.Joshi,“Adaptive actuator failure compensation for parametric strict feedback systems and an aircraft application,”Automatica,vol.39,no.11,pp.1975–1982,Nov.2003.
[8]W.B.Gao.Foundation of Variable Structure Control Theory[M].Beijing:China Science and Technology Press,1990.
[9]Rosier L.Homogeneous Lyapunov function for homogeneous continuous vector field[J].Systems and Control Letters,1992,19(6):467-473.
[10]Kawski M.Stabilizability and nilpotent approximations[C].Proceedings of the 27th IEEE Conference on Decision and Control Austin USA 1988 2:1244-1248.
[11]Hermes H.Homogeneous coordinates and continuous asymptotically stabilizing feedback controls[M].Differential Equations:Stability and Control,1991.
[12]Q.Wang,J.H.Wang,K.M.Ma,etc.Nonsmooth control for structural vibration control and its applications,Earthquake Engineering and Engineering Dynamics,2016,01(05):207-214.
[13]J.H.Wang,Q.Wang,K.M.Ma,Non-smooth controller Design for Permanent Magnet Synchronous Motors,Computer Simulation,2016,03:227-230+263.
[14]J.H.Wang,Q.Wang,L.Zhang,Design of Non-smooth Synchronous Control Method for Stage Lifting Machinery,International Conference on Information Science and Control Engineering,IEEE Computer Society,2016:943-947.
[15]K.M.Ma,Design of Continuous Non-Smooth Attitude Control Laws for Spacecraft,Journal of Astronautics,2012,33(6):713-719.
[16]K.M.Ma.Non-Smooth Design and Implementation of High-precision Guidance Laws,Journal of Ballistics,2013,25(2):1-5.
[17]H.Liu,S.Ding,S.Li,X.Chen,Finite-time control of PSPM position servo system,Electric Machines and Control,13(3),2009:424-430.
[18]K.M.Ma.Design of non-smooth guidance law with terminal line-of-sight constraint[J],Journal of Ballistics,2011,23(2):14-18.
[19]M.X.Fang,M.Wu,J.H.She.Analysis and Design of Structural Active Control System Based on the Method of Equivalent Input Disturbance[J].Journal of Anhui Normal University(Natural Science),2009,32(6):534-540.