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Supervised by Ministry of Industry and Information Technology of The People's Republic of China Sponsored by Harbin Institute of Technology Editor-in-chief Yu Zhou ISSNISSN 1005-9113 CNCN 23-1378/T

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Related citation:LIU Bin,WANG Chang-hong,QU Yun-bo,LI Wei,WANG Jia.Design of structural optimal robust controller[J].Journal of Harbin Institute Of Technology(New Series),2011,18(4):82-86.DOI:10.11916/j.issn.1005-9113.2011.04.017.
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Design of structural optimal robust controller
Author NameAffiliation
LIU Bin Space Control and Inertial Technology Research Center,Harbin Institute of Technology,Harbin 150001,China
Electrical and Information Engineering College,Northeast Petroleum Univesity,Daqing 163318,China 
WANG Chang-hong Space Control and Inertial Technology Research Center,Harbin Institute of Technology,Harbin 150001,China 
QU Yun-bo Harbin Industry and Art Design School,Harbin 150059,China 
LI Wei Space Control and Inertial Technology Research Center,Harbin Institute of Technology,Harbin 150001,China 
WANG Jia Space Control and Inertial Technology Research Center,Harbin Institute of Technology,Harbin 150001,China 
Abstract:
The traditional robust controller is designed to meet the requirement considering both the disturbance and the plant uncertainty while the controller uncertainty is always neglected.The structural optimal robustness of the closed-loop system is proposed based on the analysis of the robust radii of both the plant and the controller.The subspace angle is introduced to measure the "distance" of two subspaces,and its metric is equivalent to the gap metric.The optimal robust controller based on gap metric is designed to control the rate of the line of sight for an electromechancial target tracking system.It is shown from simulations that the optimal robust controller with the biggest robust radius is superior on the ability of disturbance rejection,and high tracking performance when additive uncertainty exists compared with the robust controller with smaller robust radius.
Key words:  subspace angle  gap metric  structural optimal robustness
DOI:10.11916/j.issn.1005-9113.2011.04.017
Clc Number:TP13
Fund:

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