4.7 Article

Active control of large structures using a bilinear pole-shifting transform with H∞ control method

期刊

ENGINEERING STRUCTURES
卷 30, 期 11, 页码 3336-3344

出版社

ELSEVIER SCI LTD
DOI: 10.1016/j.engstruct.2008.05.009

关键词

Dynamic response; Active control; Performance requirement; Bilinear pole-shifting transform; H-infinity control

资金

  1. Korea Ministry of Construction & Transportation (MOCT) through the Korea Bridge Design & Engineering Research Center at Seoul National University
  2. Korea Agency for Infrastructure Technology Advancement (KAIA) [03산C02-01] Funding Source: Korea Institute of Science & Technology Information (KISTI), National Science & Technology Information Service (NTIS)
  3. National Research Foundation of Korea [R11-1997-045-00023-0, 과C6A1702] Funding Source: Korea Institute of Science & Technology Information (KISTI), National Science & Technology Information Service (NTIS)

向作者/读者索取更多资源

A bilinear pole-shifting technique with H-infinity control method is proposed for the dynamic response control of large structures. The proposed control method is a direct pole-placing design approach which can make the structural systems have a certain target damping ratio. The performance requirement is considered as a target damping ratio. And a bilinear transform is adopted to locate the closed-loop poles in a specific region within the H-infinity controller design framework. The relationship between the closed-loop poles and the transform parameters is derived as a quadratic form, which leads to a new non-iterative design procedure. Moreover. robust control features can be incorporated within the H-infinity robust control framework. Thus, the proposed technique effectively combines the desirable features of pole placement and H-infinity control method. To prove the validity of the proposed control method, example designs and numerical simulations of earthquake-excited ten-story buildings are performed and comparative results are presented. (C) 2008 Elsevier Ltd. All rights reserved.

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