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      KCI등재후보 SCIE SCOPUS

      Linear system parameter as an indicator for structural diagnosis of short span bridges

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      https://www.riss.kr/link?id=A104818722

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      다국어 초록 (Multilingual Abstract)

      This paper intended to investigate the feasibility of bridge health monitoring using a linear system parameter of a time series model identified from traffic-induced vibrations of bridges through a laboratory moving vehicle experiment on scaled model ...

      This paper intended to investigate the feasibility of bridge health monitoring using a linear system parameter of a time series model identified from traffic-induced vibrations of bridges through a laboratory moving vehicle experiment on scaled model bridges. This study considered the system parameter of the bridge-vehicle interactive system rather than modal ones because signals obtained under a moving vehicle are not the responses of the bridge itself but those of the interactive system. To overcome the shortcomings of modal parameter-based bridge diagnosis using a time series model, this study considered coefficients of Autoregressive model (AR coefficients) as an early indicator of anomaly of bridges. This study also investigated sensitivity of AR coefficients in detecting anomaly of bridges. Observations demonstrated effectiveness of using AR coefficients as an early indicator for anomaly of bridges.

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      참고문헌 (Reference)

      1 Deraemaeker, A., "Vibration-based structural health monitoring using output-only measurements under changing environment" 22 (22): 34-56, 2007

      2 Nair, K. K., "Time series-based damage detection and localization algorithm with application to the ASCE benchmark structure" 291 (291): 349-368, 2006

      3 Kim, C. W., "Three-dimensional dynamic analysis for bridge-vehicle interaction with roadway roughness" 83 (83): 1627-1645, 2005

      4 Ljung, L., "System identification-Theory for the user, 2nd Ed." PTR Prentice Hall 1999

      5 He, X., "System identification of mechanical structures by a high-order multivariate autoregressive model" 64 (64): 341-351, 1997

      6 Hoshiya, M., "Structural identification by extended Kalman filter" 110 (110): 1757-1770, 1984

      7 Kim, C. W., "Structural diagnosis of bridge using outputonly vibration in moving vehicle laboratory experiment" 2011

      8 Zhang, Q. W., "Statistical damage identification for bridges using ambient vibration data" 85 (85): 476-485, 2007

      9 Kim, C. W., "Pseudo-static approach for damage identification of bridges based on coupling vibration with a moving vehicle" 4 (4): 371-379, 2008

      10 Peeters, B., "One-year monitoring of the Z24-Bridge: environmental effects versus damage events" 30 (30): 2001

      1 Deraemaeker, A., "Vibration-based structural health monitoring using output-only measurements under changing environment" 22 (22): 34-56, 2007

      2 Nair, K. K., "Time series-based damage detection and localization algorithm with application to the ASCE benchmark structure" 291 (291): 349-368, 2006

      3 Kim, C. W., "Three-dimensional dynamic analysis for bridge-vehicle interaction with roadway roughness" 83 (83): 1627-1645, 2005

      4 Ljung, L., "System identification-Theory for the user, 2nd Ed." PTR Prentice Hall 1999

      5 He, X., "System identification of mechanical structures by a high-order multivariate autoregressive model" 64 (64): 341-351, 1997

      6 Hoshiya, M., "Structural identification by extended Kalman filter" 110 (110): 1757-1770, 1984

      7 Kim, C. W., "Structural diagnosis of bridge using outputonly vibration in moving vehicle laboratory experiment" 2011

      8 Zhang, Q. W., "Statistical damage identification for bridges using ambient vibration data" 85 (85): 476-485, 2007

      9 Kim, C. W., "Pseudo-static approach for damage identification of bridges based on coupling vibration with a moving vehicle" 4 (4): 371-379, 2008

      10 Peeters, B., "One-year monitoring of the Z24-Bridge: environmental effects versus damage events" 30 (30): 2001

      11 Kim, C. W., "Model parameter identification of short span bridges under a moving vehicle by means of multivariate AR model" 8 (8): 459-472, 2010

      12 Gersch, W., "Maximum likelihood estimation of structural parameters from random vibration data" 31 (31): 295-308, 1973

      13 Shinozuka, M., "Identification of linear structural dynamic systems" 108 (108): 1371-1390, 1982

      14 Inman, D. J., "Engineering vibration, 3rd Ed." PTR Prentice Hall 2008

      15 Dilena, M., "Dynamic testing of damaged bridge" 25 (25): 1485-1507, 2011

      16 Doebling, S. W., "Damage identification and health monitoring of structural and mechanical systems from changes in their vibration characteristics: A literature review" Los Alamos National Laboratory 1996

      17 Wang, Z., "A time-domain method for identifying model parameters" 53 (53): 28-32, 1986

      18 Pappa, R. S., "A parametric study of the Ibrahim time domain modal identification algorithm" 51 (51): 43-72, 1981

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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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