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      KCI등재 SCIE SCOPUS

      Variability in bridge frequency induced by a parked vehicle

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      https://www.riss.kr/link?id=A104824557

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      다국어 초록 (Multilingual Abstract)

      The natural frequency of a bridge is an important parameter in many engineering applications such as bridge seismic design and modal-based bridge health monitoring. The natural frequency of a bridge vibrating alone may differ from that vibrating along with a vehicle. Although such vehicle-induced variability in bridge frequency is revealed in several experimental and numerical simulation studies, few attempts have been made on the theoretical escriptions. In this study, both theoretically and experimentally, the variability in the bridge frequency induced by a parked vehicle is verified, and is therefore suggested to be considered in bridge-related engineering, especially for those cases with near vehicle-bridge resonance conditions or with large vehicle-to-bridge mass ratios. Moreover, the variability ranges could be estimated by an analytical formula presented herein.
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      The natural frequency of a bridge is an important parameter in many engineering applications such as bridge seismic design and modal-based bridge health monitoring. The natural frequency of a bridge vibrating alone may differ from that vibrating along...

      The natural frequency of a bridge is an important parameter in many engineering applications such as bridge seismic design and modal-based bridge health monitoring. The natural frequency of a bridge vibrating alone may differ from that vibrating along with a vehicle. Although such vehicle-induced variability in bridge frequency is revealed in several experimental and numerical simulation studies, few attempts have been made on the theoretical escriptions. In this study, both theoretically and experimentally, the variability in the bridge frequency induced by a parked vehicle is verified, and is therefore suggested to be considered in bridge-related engineering, especially for those cases with near vehicle-bridge resonance conditions or with large vehicle-to-bridge mass ratios. Moreover, the variability ranges could be estimated by an analytical formula presented herein.

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      참고문헌 (Reference)

      1 Fan, W., "Vibration-based damage identification methods : a review and comparative study" 10 (10): 83-111, 2011

      2 Carden, E. P., "Vibration based condition monitoring : a review" 3 (3): 355-377, 2004

      3 Macdonald, J. H. G., "Variation of modal parameters of a cable-stayed bridge identified from ambient vibration measurements and FE modeling" 27 (27): 1916-1930, 2005

      4 Lin, C. W., "Use of a passing vehicle to scan the bridge frequencies-an experimental verification" 27 (27): 1865-1878, 2005

      5 Zhang, Q. W., "Traffic-induced variability in dynamic properties of cable-stayed bridge" 31 (31): 2015-2021, 2002

      6 De Roeck, G., "Traffic-induced Shifts in modal properties of bridges" 2002

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

      8 Zhang, Y., "Frequency shift curve based damage detection method for beam structures" 26 : 19-35, 2011

      9 Yang, Y. B., "Extracting bridge frequencies from the dynamic response of a passing vehicle" 272 (272): 471-493, 2004

      10 Kim, J., "Experimental analysis of vehicle-bridge interaction using a wireless monitoring system and a two-stage system identification technique" 28 : 3-19, 2012

      1 Fan, W., "Vibration-based damage identification methods : a review and comparative study" 10 (10): 83-111, 2011

      2 Carden, E. P., "Vibration based condition monitoring : a review" 3 (3): 355-377, 2004

      3 Macdonald, J. H. G., "Variation of modal parameters of a cable-stayed bridge identified from ambient vibration measurements and FE modeling" 27 (27): 1916-1930, 2005

      4 Lin, C. W., "Use of a passing vehicle to scan the bridge frequencies-an experimental verification" 27 (27): 1865-1878, 2005

      5 Zhang, Q. W., "Traffic-induced variability in dynamic properties of cable-stayed bridge" 31 (31): 2015-2021, 2002

      6 De Roeck, G., "Traffic-induced Shifts in modal properties of bridges" 2002

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

      8 Zhang, Y., "Frequency shift curve based damage detection method for beam structures" 26 : 19-35, 2011

      9 Yang, Y. B., "Extracting bridge frequencies from the dynamic response of a passing vehicle" 272 (272): 471-493, 2004

      10 Kim, J., "Experimental analysis of vehicle-bridge interaction using a wireless monitoring system and a two-stage system identification technique" 28 : 3-19, 2012

      11 Sohn, H., "Effects of environmental and operational variability on structural health monitoring" 365 : 539-560, 2007

      12 Kim, C. Y., "Effect of vehicle weight on natural frequencies of bridges measured from traffic-induced vibration" 2 (2): 109-115, 2003

      13 Kim, C. W., "Effect of train dynamics on seismic response of steel monorail bridges under moderate ground motion" 35 (35): 1225-1245, 2006

      14 Clough, R. W., "Dynamics of structures" McGraw-Hill Book Co 1993

      15 Tilly, G. P., "Dynamic behaviour of concrete structures: report of the rilem 65 Mdb committee" Elsevier Science Ltd, Amsterdam 1986

      16 Doebling, S. W., "A summary review of vibration-based damage identification methods" 30 (30): 91-105, 1998

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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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