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      KCI등재 SCIE SCOPUS

      H filter design for offshore platforms via sampled-data measurements

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      https://www.riss.kr/link?id=A105103277

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      다국어 초록 (Multilingual Abstract)

      This paper focuses on the H filter design problem for offshore steel jacket platforms. Its objective is to design a full-order state observer for offshore platforms in presence of unknown disturbances. To make the method more practical, it is assumed ...

      This paper focuses on the H filter design problem for offshore steel jacket platforms. Its objective is to design a full-order state observer for offshore platforms in presence of unknown disturbances. To make the method more practical, it is assumed that the measured variables are available at discrete-time instants with time-varying sampling time intervals. By modelling the sampling intervals as a bounded time-varying delay, the estimation error system is expressed as a time-delay system. As a result, the addressed problem can be transformed to the problem of stability of dynamic error between the system and the state estimator. Then, based on the Lyapunov-Krasovskii Functional (LKF), a stability criterion is obtained in the form of Linear Matrix Inequalities (LMIs). According to the stability criterion, a sufficient condition on designing the state estimator gain is obtained. In the end, the proposed method is applied to an offshore platform to show its effectiveness.

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      참고문헌 (Reference)

      1 Seuret, A., "Wirtinger-based integral inequality: application to time-delay systems" 49 (49): 2860-2866, 2013

      2 Aly Mousaad Aly, "Vibration control of high-rise buildings for wind: a robust passive and active tuned mass damper" 국제구조공학회 13 (13): 473-500, 2014

      3 Li, H.J., "Tuned mass damper design for optimally minimizing fatigue damage" 128 (128): 703-707, 2002

      4 Raheem, S.E.A., "Study on nonlinear response of steel fixed offshore platform under environmental loads" 39 (39): 6017-6030, 2014

      5 Rakkiyappan, R., "Stochastic sampled-data control for synchronization of complex dynamical networks with control packet loss and additive time-varying delays" 66 : 46-63, 2015

      6 Zhang, B.L., "Sliding mode control with mixed current and delayed states for offshore steel jacket platforms" 22 (22): 1769-1783, 2014

      7 Zhang, B.L., "Sliding mode $H_{\infty}$ control for offshore steel jacket platforms subject to nonlinear self-excited wave force and external disturbance" 14 (14): 163-178, 2013

      8 Kazemy, A., "Robust mixed $H_{\infty}$/passive vibration control of offshore steel jacket platforms with structured uncertainty" 139 : 95-102, 2017

      9 Yang, J.S., "Robust mixed $H_2/H_{\infty}$ active control for offshore steel jacket platform" 78 (78): 1503-1514, 2014

      10 Sakthivel, R., "Robust fault-tolerant $H_{\infty}$ control for offshore steel jacket platforms via sampled-data approach" 352 (352): 2259-2279, 2015

      1 Seuret, A., "Wirtinger-based integral inequality: application to time-delay systems" 49 (49): 2860-2866, 2013

      2 Aly Mousaad Aly, "Vibration control of high-rise buildings for wind: a robust passive and active tuned mass damper" 국제구조공학회 13 (13): 473-500, 2014

      3 Li, H.J., "Tuned mass damper design for optimally minimizing fatigue damage" 128 (128): 703-707, 2002

      4 Raheem, S.E.A., "Study on nonlinear response of steel fixed offshore platform under environmental loads" 39 (39): 6017-6030, 2014

      5 Rakkiyappan, R., "Stochastic sampled-data control for synchronization of complex dynamical networks with control packet loss and additive time-varying delays" 66 : 46-63, 2015

      6 Zhang, B.L., "Sliding mode control with mixed current and delayed states for offshore steel jacket platforms" 22 (22): 1769-1783, 2014

      7 Zhang, B.L., "Sliding mode $H_{\infty}$ control for offshore steel jacket platforms subject to nonlinear self-excited wave force and external disturbance" 14 (14): 163-178, 2013

      8 Kazemy, A., "Robust mixed $H_{\infty}$/passive vibration control of offshore steel jacket platforms with structured uncertainty" 139 : 95-102, 2017

      9 Yang, J.S., "Robust mixed $H_2/H_{\infty}$ active control for offshore steel jacket platform" 78 (78): 1503-1514, 2014

      10 Sakthivel, R., "Robust fault-tolerant $H_{\infty}$ control for offshore steel jacket platforms via sampled-data approach" 352 (352): 2259-2279, 2015

      11 Zhang, X.M., "Robust $H_{\infty}$ filtering for a class of uncertain linear systems with time-varying delay" 44 (44): 157-166, 2008

      12 Zhang, B.L., "Recent advances in vibration control of offshore platforms" 89 (89): 755-771, 2017

      13 Zhang, X.M., "Novel delay-derivative-dependent stability criteria using new bounding techniques" 23 (23): 1419-1432, 2013

      14 Luo, M., "Nonlinear stochastic optimal control of offshore platforms under wave loading" 296 (296): 734-745, 2006

      15 Chen, Z., "New synchronization criteria for complex delayed dynamical networks with sampled-data feedback control" 63 : 154-169, 2016

      16 Terro, M., "Multi-loop feedback control of offshore steel jacket platforms" 70 (70): 185-202, 1999

      17 Dorf, R.C., "Modern control engineering" Addison-Wesley Publishing Company, Inc. 1992

      18 Wang, S., "Ice-induced non-structure vibration reduction of jacket platforms with isolation cone system" 70 : 118-123, 2013

      19 Zhang, B.L., "Event-triggered $H{\infty}$ reliable control for offshore structures in network environments" 368 : 1-21, 2016

      20 Zhang, X.M., "Event-triggered $H_{\infty}$ control for a class of nonlinear networked control systems using novel integral inequalities" 27 (27): 679-700, 2017

      21 Zhang, X.M., "Effects of small time-delays on dynamic output feedback control of offshore steel jacket structures" 330 (330): 3883-3900, 2011

      22 Wilson, J. F., "Dynamics of offshore structures" John Wiley & Sons 2003

      23 Park, M.S., "Dynamic response analysis of an offshore platform due to seismic motions" 33 (33): 1607-1616, 2011

      24 Ge, X., "Distributed sampled-data asynchronous $H_{\infty}$ filtering of Markovian jump linear systems over sensor networks" 127 : 86-99, 2016

      25 Zhang, B.L., "Discrete feedforward and feedback optimal tracking control for offshore steel jacket platforms" 91 : 371-378, 2014

      26 J. Teng, "Design and implementation of AMD system for response control in tall buildings" 국제구조공학회 13 (13): 235-255, 2014

      27 Abdallah, C.T., "Delayed positive feedback can stabilize oscillatory systems" 1993

      28 Zhang, B.L., "Delayed non-fragile $H_{\infty}$ control for offshore steel jacket platforms" 21 (21): 959-974, 2015

      29 Zhang, B.L., "Active vibration $H_{\infty}$ control of offshore steel jacket platforms using delayed feedback" 332 (332): 5662-5677, 2013

      30 장동두, "Active mass damper system using time delay control algorithm for building structure with unknown dynamics" 국제구조공학회 13 (13): 305-318, 2014

      31 Liu, M., "$H_{\infty}$ filtering for sampled-data stochastic systems with limited capacity channel" 91 (91): 1826-1837, 2011

      32 Li, H.J., "$H_2active$ vibration control for offshore platform subjected to wave loading" 263 (263): 709-724, 2003

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      학술지 이력

      학술지 이력
      연월일 이력구분 이력상세 등재구분
      2021 평가예정 해외DB학술지평가 신청대상 (해외등재 학술지 평가)
      2020-12-01 평가 등재 탈락 (해외등재 학술지 평가)
      2013-10-01 평가 SCOPUS 등재 (등재유지) KCI등재
      2011-11-01 학술지명변경 한글명 : 스마트 구조와 시스템 국제 학술지 -> Smart Structures and Systems, An International Journal KCI등재후보
      2011-01-01 평가 등재후보학술지 유지 (기타) KCI등재후보
      2007-06-12 학술지등록 한글명 : 스마트 구조와 시스템 국제 학술지
      외국어명 : Smart Structures and Systems, An International Journal
      KCI등재후보
      2007-06-12 학술지등록 한글명 : 컴퓨터와 콘크리트 국제학술지
      외국어명 : Computers and Concrete, An International Journal
      KCI등재후보
      2007-04-09 학회명변경 한글명 : (사)국제구조공학회 -> 국제구조공학회 KCI등재후보
      2005-06-16 학회명변경 영문명 : Ternational Association Of Structural Engineering And Mechanics -> International Association of Structural Engineering And Mechanics KCI등재후보
      2005-01-01 평가 SCIE 등재 (신규평가) KCI등재후보
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      학술지 인용정보

      학술지 인용정보
      기준연도 WOS-KCI 통합IF(2년) KCIF(2년) KCIF(3년)
      2016 1.17 0.44 1.04
      KCIF(4년) KCIF(5년) 중심성지수(3년) 즉시성지수
      0.97 0.88 0.318 0.18
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