Smart Structures and Systems

  • 제13권5호
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  • Pages.775-796
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  • 2014
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  • 1738-1584(pISSN)
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  • 1738-1991(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

Drive-by bridge inspection from three different approaches

  • Kim, C.W. (Department of Civil and Earth Resources Engineering, Kyoto University) ;
  • Isemoto, R. (Department of Civil and Earth Resources Engineering, Kyoto University) ;
  • McGetrick, P.J. (Department of Civil and Earth Resources Engineering, Kyoto University) ;
  • Kawatani, M. (Department of Civil Engineering, Kobe University) ;
  • OBrien, E.J. (School of Civil, Structural & Environmental Engineering, University College Dublin)
  • 투고 : 2012.08.05
  • 심사 : 2013.08.22
  • 발행 : 2014.05.25
⟨ 이전 논문 다음 논문 ⟩

초록

This study presents a vibration-based health monitoring strategy for short span bridges utilizing an inspection vehicle. How to screen the health condition of short span bridges in terms of a drive-by bridge inspection is described. Feasibility of the drive-by bridge inspection is investigated through a scaled laboratory moving vehicle experiment. The feasibility of using an instrumented vehicle to detect the natural frequency and changes in structural damping of a model bridge was observed. Observations also demonstrated the possibility of diagnosis of bridges by comparing patterns of identified bridge dynamic parameters through periodical monitoring. It was confirmed that the moving vehicle method identifies the damage location and severity well.

키워드

과제정보

연구 과제 주관 기관 : Japan Society for the Promotion of Science

참고문헌

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피인용 문헌

  1. A discussion on the merits and limitations of using drive-by monitoring to detect localised damage in a bridge vol.90, 2017, https://doi.org/10.1016/j.ymssp.2016.12.012
  2. State-of-the-Art Review on Modal Identification and Damage Detection of Bridges by Moving Test Vehicles vol.18, pp.02, 2018, https://doi.org/10.1142/S0219455418500256
  3. Contact-Point Response for Modal Identification of Bridges by a Moving Test Vehicle 2017, https://doi.org/10.1142/S0219455418500736
  4. A Review of Indirect Bridge Monitoring Using Passing Vehicles vol.2015, 2015, https://doi.org/10.1155/2015/286139
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  10. Extraction of Bridge Modal Parameters Using Passing Vehicle Response vol.24, pp.9, 2014, https://doi.org/10.1061/(asce)be.1943-5592.0001477
  11. State-of-the-Art of Vehicle-Based Methods for Detecting Various Properties of Highway Bridges and Railway Tracks vol.20, pp.13, 2020, https://doi.org/10.1142/s0219455420410047
  12. Frequency Estimation on Two-Span Continuous Bridges Using Dynamic Responses of Passing Vehicles vol.146, pp.1, 2020, https://doi.org/10.1061/(asce)em.1943-7889.0001698
  13. Time-varying characteristics of bridges under the passage of vehicles using synchroextracting transform vol.140, pp.None, 2020, https://doi.org/10.1016/j.ymssp.2020.106727
  14. Extraction of bridge information based on the double-pass double-vehicle technique vol.25, pp.6, 2014, https://doi.org/10.12989/sss.2020.25.6.679
  15. The Way Forward for Indirect Structural Health Monitoring (iSHM) Using Connected and Automated Vehicles in Europe vol.6, pp.3, 2021, https://doi.org/10.3390/infrastructures6030043
  16. Drive-by methodology to identify resonant bridges using track irregularity measured by high-speed trains vol.158, pp.None, 2014, https://doi.org/10.1016/j.ymssp.2021.107667
  17. Transmissibility performance assessment for drive-by bridge inspection vol.242, pp.None, 2021, https://doi.org/10.1016/j.engstruct.2021.112485
  18. Extracting mode shapes from drive-by measurements to detect global and local damage in bridges vol.17, pp.11, 2014, https://doi.org/10.1080/15732479.2020.1817105
  19. Iterative reference-driven S-transform time-varying parameter identification for bridges under moving vehicle vol.517, pp.None, 2014, https://doi.org/10.1016/j.jsv.2021.116477