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      KCI등재후보 SCIE SCOPUS

      A nonlinear structural experiment platform with adjustable plastic hinges: analysis and vibration control

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      https://www.riss.kr/link?id=A104818616

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      다국어 초록 (Multilingual Abstract)

      The construction of an experimental nonlinear structural model with little cost and unlimited repeatability for vibration control study represents a challenging task, especially for material nonlinearity. This paper reports the design, analysis and vibration control of a nonlinear structural experiment platform with adjustable hinges. In our approach, magnetorheological rotary brakes are substituted for the joints of a frame structure to simulate the nonlinear material behaviors of plastic hinges. For vibration control, a separate magnetorheological damper was employed to provide semi-active damping force to the nonlinear structure. A dynamic neural network was designed as a state observer to enable the feedback based semi-active vibration control. Based on the dynamic neural network observer, an adaptive fuzzy sliding mode based output control was developed for the magnetorheological damper to suppress the vibrations of the structure. The performance of the intelligent control algorithm was studied by subjecting the structure to shake table experiments. Experimental results show that the magnetorheological rotary brake can simulate the nonlinearity of the structural model with good repeatability. Moreover, different nonlinear behaviors can be achieved by controlling the input voltage of magnetorheological rotary damper. Different levels of nonlinearity in the vibration response of the structure can be achieved with the above adaptive fuzzy sliding mode control algorithm using a dynamic neural network observer.
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      The construction of an experimental nonlinear structural model with little cost and unlimited repeatability for vibration control study represents a challenging task, especially for material nonlinearity. This paper reports the design, analysis and vi...

      The construction of an experimental nonlinear structural model with little cost and unlimited repeatability for vibration control study represents a challenging task, especially for material nonlinearity. This paper reports the design, analysis and vibration control of a nonlinear structural experiment platform with adjustable hinges. In our approach, magnetorheological rotary brakes are substituted for the joints of a frame structure to simulate the nonlinear material behaviors of plastic hinges. For vibration control, a separate magnetorheological damper was employed to provide semi-active damping force to the nonlinear structure. A dynamic neural network was designed as a state observer to enable the feedback based semi-active vibration control. Based on the dynamic neural network observer, an adaptive fuzzy sliding mode based output control was developed for the magnetorheological damper to suppress the vibrations of the structure. The performance of the intelligent control algorithm was studied by subjecting the structure to shake table experiments. Experimental results show that the magnetorheological rotary brake can simulate the nonlinearity of the structural model with good repeatability. Moreover, different nonlinear behaviors can be achieved by controlling the input voltage of magnetorheological rotary damper. Different levels of nonlinearity in the vibration response of the structure can be achieved with the above adaptive fuzzy sliding mode control algorithm using a dynamic neural network observer.

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      참고문헌 (Reference)

      1 Harris, H. G., "Structural modeling and experimental techniques" CRC Press 1999

      2 Tse, T., "Shear-mode rotary magnetorheological damper for small-scale structural control experiments" 130 (130): 904-911, 2004

      3 Ng, C. L., "Seismic response control of a building complex utilizing passive friction damper : experimental investigation" 35 (35): 657-677, 2006

      4 Li, L. Y., "Nonlinear structural vibration suppression using dynamic neural network observer and adaptive fuzzy sliding mode control" 16 (16): 1503-1526, 2010

      5 Li, L. Y., "Magnetorheological damper control and simulation analysis for vibration reduction of nonlinear structure based on AFSMC algorithm" 26 (26): 96-103, 2006

      6 "MR Rotary Brake RD-2087-01"

      7 Kwak, M. K., "Fuzzy-logic based vibration suppression control experiments on active structures" 191 (191): 15-28, 1996

      8 Yi, F., "Experimental verification of multiinput seismic control strategies for smart dampers" 127 (127): 1152-1164, 2001

      9 Soong, T. T., "Experimental simulation of degrading structures through active control" 27 (27): 143-154, 1998

      10 Li, X. L., "Experiment study control of frame-shear wall eccentric structure using MRD" 37 (37): 147-150, 2005

      1 Harris, H. G., "Structural modeling and experimental techniques" CRC Press 1999

      2 Tse, T., "Shear-mode rotary magnetorheological damper for small-scale structural control experiments" 130 (130): 904-911, 2004

      3 Ng, C. L., "Seismic response control of a building complex utilizing passive friction damper : experimental investigation" 35 (35): 657-677, 2006

      4 Li, L. Y., "Nonlinear structural vibration suppression using dynamic neural network observer and adaptive fuzzy sliding mode control" 16 (16): 1503-1526, 2010

      5 Li, L. Y., "Magnetorheological damper control and simulation analysis for vibration reduction of nonlinear structure based on AFSMC algorithm" 26 (26): 96-103, 2006

      6 "MR Rotary Brake RD-2087-01"

      7 Kwak, M. K., "Fuzzy-logic based vibration suppression control experiments on active structures" 191 (191): 15-28, 1996

      8 Yi, F., "Experimental verification of multiinput seismic control strategies for smart dampers" 127 (127): 1152-1164, 2001

      9 Soong, T. T., "Experimental simulation of degrading structures through active control" 27 (27): 143-154, 1998

      10 Li, X. L., "Experiment study control of frame-shear wall eccentric structure using MRD" 37 (37): 147-150, 2005

      11 Li, L. Y., "Dynamical neural network observer design for the nonlinear vibration model of structure" 2006

      12 Ohtori, Y. Christenson., "Benchmark control problems for seismically excited nonlinear buildings" 130 (130): 366-385, 2004

      13 Reynolds, W. E., "Bench-scale nonlinear test structure for structural control research" 28 : 1182-1189, 2006

      14 Battaini, M. Yang, G., "Bench-scale experiment for structural control" 126 (126): 140-148, 2000

      15 Li, L. Y., "Adaptive fuzzy sliding mode control for nonlinear vibration reduction of structure" 19 (19): 319-325, 2006

      16 Preumont, A., "Active tendon control of vibration of truss structures : theory and experiments" 11 (11): 91-99, 2000

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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
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      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
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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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