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      Elimination of moving vehicles effects on modal identification of beam type bridges

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      https://www.riss.kr/link?id=A107850209

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      다국어 초록 (Multilingual Abstract)

      The modal parameters identified under operation conditions are normally employed for bridge damage detection. However, the moving vehicles are usually deemed as part of the operation conditions without considering their mass property. Thus, the identi...

      The modal parameters identified under operation conditions are normally employed for bridge damage detection. However, the moving vehicles are usually deemed as part of the operation conditions without considering their mass property. Thus, the identified modal parameters belong to the vehicle-bridge system rather than the bridge itself, which would affect the effectiveness of subsequent damage detection. In this paper, the effects of moving vehicles on the identified frequencies and mode shapes under operation conditions are investigated via finite element model. The necessary of considering the moving vehicle effects is demonstrated by comparing the modal parameters variations induced by the moving vehicle and bridge damage. Then the empirical formulas to eliminate the moving vehicle effects considering the vehicle mass, velocity, bridge span and relative position are established by using the orthogonal test and least square method. Finally, examples are conducted to verify of the effectiveness of the proposed empirical formulas.

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      참고문헌 (Reference)

      1 Wei Fan, "Vibration-based Damage Identification Methods: A Review and Comparative Study" SAGE Publications 10 (10): 83-111, 2011

      2 E. Peter Carden, "Vibration Based Condition Monitoring: A Review" SAGE Publications 3 (3): 355-377, 2004

      3 Jian Ying Ren, "Vertical Load-Carrying Natural Frequency of Railway Double-Track Pre-Stressed Concrete Continuous Bridge" Trans Tech Publications, Ltd. 255-260 : 797-800, 2011

      4 Farrar, C., "Variability of modal parameters measured on the Alamosa Canyon Bridge" Los Alamos National Lab 1997

      5 K.C. Chang, "Variability in bridge frequency induced by a parked vehicle" 국제구조공학회 13 (13): 755-773, 2014

      6 Daniel, C., "The non-stationarity of apparent bridge natural frequencies during vehicle crossing events" 41 (41): 279-284, 2013

      7 Shimpi, V., "System identification of heritage structures through AVT and OMA : a review" 13 (13): 1-40, 2019

      8 Wen-Yu He, "Structural damage detection using a parked vehicle induced frequency variation" Elsevier BV 170 : 34-41, 2018

      9 Wei-Xin Ren, "Structural Damage Identification using Modal Data. I: Simulation Verification" American Society of Civil Engineers (ASCE) 128 (128): 87-95, 2002

      10 BART PEETERS, "REFERENCE-BASED STOCHASTIC SUBSPACE IDENTIFICATION FOR OUTPUT-ONLY MODAL ANALYSIS" Elsevier BV 13 (13): 855-878, 1999

      1 Wei Fan, "Vibration-based Damage Identification Methods: A Review and Comparative Study" SAGE Publications 10 (10): 83-111, 2011

      2 E. Peter Carden, "Vibration Based Condition Monitoring: A Review" SAGE Publications 3 (3): 355-377, 2004

      3 Jian Ying Ren, "Vertical Load-Carrying Natural Frequency of Railway Double-Track Pre-Stressed Concrete Continuous Bridge" Trans Tech Publications, Ltd. 255-260 : 797-800, 2011

      4 Farrar, C., "Variability of modal parameters measured on the Alamosa Canyon Bridge" Los Alamos National Lab 1997

      5 K.C. Chang, "Variability in bridge frequency induced by a parked vehicle" 국제구조공학회 13 (13): 755-773, 2014

      6 Daniel, C., "The non-stationarity of apparent bridge natural frequencies during vehicle crossing events" 41 (41): 279-284, 2013

      7 Shimpi, V., "System identification of heritage structures through AVT and OMA : a review" 13 (13): 1-40, 2019

      8 Wen-Yu He, "Structural damage detection using a parked vehicle induced frequency variation" Elsevier BV 170 : 34-41, 2018

      9 Wei-Xin Ren, "Structural Damage Identification using Modal Data. I: Simulation Verification" American Society of Civil Engineers (ASCE) 128 (128): 87-95, 2002

      10 BART PEETERS, "REFERENCE-BASED STOCHASTIC SUBSPACE IDENTIFICATION FOR OUTPUT-ONLY MODAL ANALYSIS" Elsevier BV 13 (13): 855-878, 1999

      11 M.D. Spiridonakos, "Parametric identification of a time-varying structure based on vector vibration response measurements" Elsevier BV 23 (23): 2029-2048, 2009

      12 Dan Li, "Operational modal analysis of structures by stochastic subspace identification with a delay index" 국제구조공학회 59 (59): 187-207, 2016

      13 Daniel Cantero, "Numerical Evaluation of Modal Properties Change of Railway Bridges during Train Passage" Elsevier BV 199 : 2931-2936, 2017

      14 Jianzhong Li, "Natural Frequency of Railway Girder Bridges under Vehicle Loads" American Society of Civil Engineers (ASCE) 8 (8): 199-203, 2003

      15 Ge-Wei Chen, "Modal parameter identification of a multiple-span post-tensioned concrete bridge using hybrid vibration testing data" Elsevier BV 219 : 110953-, 2020

      16 Hui Li, "Modal identification of bridges under varying environmental conditions: Temperature and wind effects" Wiley 17 (17): 495-512, 2009

      17 He, W. Y., "Mass normalized mode shape identification method for bridge structures using parking vehicle induced frequency change" 25 : e2174-, 2018

      18 Askegaard, V., "Long term observation of RC-bridge using changes in natural frequency"

      19 Z.R. Lu, "Identification of both structural damages in bridge deck and vehicular parameters using measured dynamic responses" Elsevier BV 89 (89): 1397-1405, 2011

      20 Amirabbas Haidarpour, "Finite Element Model Updating for Structural Health Monitoring" Computers, Materials and Continua (Tech Science Press) 14 (14): 1-17, 2020

      21 Y. B. YANG, "FREQUENCY VARIATION IN VEHICLE–BRIDGE INTERACTION SYSTEMS" World Scientific Pub Co Pte Lt 13 (13): 1-22, 2013

      22 Daniel Cantero, "Evolution of bridge frequencies and modes of vibration during truck passage" Elsevier BV 152 : 452-464, 2017

      23 Chul-Young Kim, "Effect of vehicle weight on natural frequencies of bridges measured from traffic-induced vibration" Springer Science and Business Media LLC 2 (2): 109-115, 2003

      24 Han-bing Liu, "Effect of temperature and spring-mass systems on modal properties of Timoshenko concrete beam" 국제구조공학회 65 (65): 389-400, 2018

      25 Ladislav, F., "Dynamics of Railway Bridges" 1996

      26 Xiao‐Mei Yang, "Continuous tracking of bridge modal parameters based on subspace correlations" Wiley 27 (27): e2615-, 2020

      27 Feng Xiao, "Characterization of non-stationary properties of vehicle–bridge response for structural health monitoring" SAGE Publications 9 (9): 1-6, 2017

      28 Feng Xiao, "Characterization of non-stationary properties of vehicle–bridge response for structural health monitoring" SAGE Publications 9 (9): 1-6, 2017

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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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