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      KCI등재 SCIE SCOPUS

      Application of Unified Lyapunov Control Algorithm and Mathematical Demonstration for Structure Control

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      https://www.riss.kr/link?id=A103907356

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      다국어 초록 (Multilingual Abstract)

      This paper presents a new algorithm which is applicable in designing a smart damping system for vibration mitigation. The algorithm, which is extended into a unified system from Lyapunov stability theory, enables us to decrease the errors by its increased stability. The validity of this design method was proved in the experiment on a control model of three-storied building structure.
      Smart damper was used for MR (Magneto-Rheological fluid) damper in the experiment, and its control effectiveness was evaluated.
      In order to make a more accurate control model mathematically, we updated the model on the basis of the analysis of dynamic characteristics of structure and of the mathematical analysis of a lumped mass model, and then employed a state space model redefined by structural property matrix. Using this improved control model, control effect on structures that were under the influence of each different earthquake magnitude was analyzed with various performance indexes, and thus the algorithm presented here is proved to be valid.
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      This paper presents a new algorithm which is applicable in designing a smart damping system for vibration mitigation. The algorithm, which is extended into a unified system from Lyapunov stability theory, enables us to decrease the errors by its incre...

      This paper presents a new algorithm which is applicable in designing a smart damping system for vibration mitigation. The algorithm, which is extended into a unified system from Lyapunov stability theory, enables us to decrease the errors by its increased stability. The validity of this design method was proved in the experiment on a control model of three-storied building structure.
      Smart damper was used for MR (Magneto-Rheological fluid) damper in the experiment, and its control effectiveness was evaluated.
      In order to make a more accurate control model mathematically, we updated the model on the basis of the analysis of dynamic characteristics of structure and of the mathematical analysis of a lumped mass model, and then employed a state space model redefined by structural property matrix. Using this improved control model, control effect on structures that were under the influence of each different earthquake magnitude was analyzed with various performance indexes, and thus the algorithm presented here is proved to be valid.

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      참고문헌 (Reference)

      1 Singh, H., "Unified approach for singularly perturbed control systems" Marquette University Wichita 2001

      2 MATLAB, "The math works, Inc" Natick Massachusetts 1997

      3 James III, G. H., "The Natural Excitation Technique (NExT) for modal parameter extraction from operating wind turbines" Sandia 1993

      4 Fujino, Y., "Structural control: Basic concepts and applications" 1277-1287, 1996

      5 Spencer Jr., B. F., "Smart dampers for seismic protection of structures: A full-scale study" 417-426, 1998

      6 Yoshioka, H., "Smart base isolation strategies employing magnetorheological dampers" ASCE 128 (128): 540-551, 2002

      7 Jansen, L. M, "Semiactive control strategies for MR dampers: Comparative study" 795-803, 2000

      8 Leitmann, G., "Semiactive control for vibration attenuation" 5 : 841-846, 1994

      9 Yi, F., "Seismic response control using smart" 1999

      10 Dyke, S. J, "Seismic response control using multiple MR dampers" 163-173, 1996

      1 Singh, H., "Unified approach for singularly perturbed control systems" Marquette University Wichita 2001

      2 MATLAB, "The math works, Inc" Natick Massachusetts 1997

      3 James III, G. H., "The Natural Excitation Technique (NExT) for modal parameter extraction from operating wind turbines" Sandia 1993

      4 Fujino, Y., "Structural control: Basic concepts and applications" 1277-1287, 1996

      5 Spencer Jr., B. F., "Smart dampers for seismic protection of structures: A full-scale study" 417-426, 1998

      6 Yoshioka, H., "Smart base isolation strategies employing magnetorheological dampers" ASCE 128 (128): 540-551, 2002

      7 Jansen, L. M, "Semiactive control strategies for MR dampers: Comparative study" 795-803, 2000

      8 Leitmann, G., "Semiactive control for vibration attenuation" 5 : 841-846, 1994

      9 Yi, F., "Seismic response control using smart" 1999

      10 Dyke, S. J, "Seismic response control using multiple MR dampers" 163-173, 1996

      11 Spencer Jr., B. F., "Recent trends in vibration control in the U.S.A" 1-6, 1996

      12 Spencer Jr., B. F., "Phenomenologcal model for magnetorheological dampers" ASCE 123 (123): 230-238, 1997

      13 Caicedo, J. M., "NExT and ERA for phase I of the IASC-ASCE benchmark problem: Simulated Data" ASCE 130 (130): 49-60, 2004

      14 William L. Brogan, "Modern Control Theory, 3rd Ed" 353-354, 1991

      15 Ewins, D. J., "Modal testing: Theory" Practice and Application R.S.P 2000

      16 Wang, X, "Lyapunov-based control of a bridge using magneto-rheological fluid dampers" 13 (13): 415-419, 2003

      17 Yang, G., "Large-scale magnetorheological fluid damper for vibration mitigation: Modeling, testing and control" University of Notre Dame 2001

      18 Yang, G., "Large-scale MR fluid dampers: Modeling and dynamic performance considerations" 24 (24): 309-323, 2002

      19 Friswell, M. I, "Finite element model updating in structural dynamics" Kluwer Academic Publishers 1995

      20 Kuo, B. C., "Digital control systems: Second edition" Saunders HBJ 1992

      21 Middleton, R. H, "Digital control and estimation: A unified approach" Prentice-Hall 1990

      22 Spencer Jr., B. F., "Benchmark problems in structural control part I: Active mass driver system" 13-16, 1997

      23 Spencer Jr., B. F., "Benchmark problemes in structural control part II: Active tendon system" 27 (27): 1141-1147, 1998

      24 Dyke, S. J., "An experimental study of MR dampers for seismic protection" 7 : 693-703, 1998

      25 Soong, T. T., "Active structural control; Theory and pratice" Longman Scientific and Technical 1989

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      학술지 이력

      학술지 이력
      연월일 이력구분 이력상세 등재구분
      2023 평가예정 해외DB학술지평가 신청대상 (해외등재 학술지 평가)
      2020-01-01 평가 등재학술지 유지 (해외등재 학술지 평가) KCI등재
      2010-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2008-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2005-05-27 학술지명변경 한글명 : 대한토목학회 영문논문집 -> KSCE Journal of Civil Engineering KCI등재
      2005-01-01 평가 등재학술지 선정 (등재후보2차) KCI등재
      2004-01-01 평가 등재후보 1차 PASS (등재후보1차) KCI등재후보
      2002-01-01 평가 등재후보학술지 선정 (신규평가) KCI등재후보
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      학술지 인용정보

      학술지 인용정보
      기준연도 WOS-KCI 통합IF(2년) KCIF(2년) KCIF(3년)
      2016 0.59 0.12 0.49
      KCIF(4년) KCIF(5년) 중심성지수(3년) 즉시성지수
      0.42 0.39 0.286 0.06
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