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Evaluation of Tension of Stay Cable using MBM (Measurement-based Model)

계측기반모델에 의한 사장케이블의 장력 평가

  • 남상진 (서울시립대학교 토목공학과) ;
  • 임성순 (서울시립대학교 토목공학과)
  • Received : 2014.04.14
  • Accepted : 2014.05.02
  • Published : 2014.05.30

Abstract

This study presents the recomposition of MBM (measurement-based model) using natural frequencies and modes from the usually measured data, and the evaluation of cable tension in service from the analysis results upon MBM of existing CSB (cable stayed bridge). The cable tension is shown to be different according to the position attached to cable and loading type. The measured cable tensions are not different distinctly according to position attached cable under dead and live loads, but larger than those under design loads. The distribution of cable tension calculated upon the MBM is similar to those of measured tension although the former is more than those of cable tension upon the design model. Considering to long-term behaviors of cable, therefore, the design of cable in CSB needs to apply the analysis results on MBM. For this purpose, future study needs lots of measured data and MBM is used to analyze the long-term behavior of cable in CSB.

본 연구는 교량의 상시계측자료인 고유진동수 및 고유모드를 기준으로 계측기반모델을 구성하고, 구조해석을 수행하여 교량 공용상태에서 사장케이블 장력평가를 수행하였다. 케이블 설치 위치에 따라 하중유형별 케이블 장력이 다르다는 것을 알 수 있다. 고정하중과 활하중에 의한 케이블 계측장력은 케이블 설치위치에 따라 차이가 크지 않으나 설계하중을 적용한 해석결과보다 큰 값을 나타낸다. 계측기반모델에 대한 케이블장력분포는, 설계모델에 대한 장력보다 크지만, 계측장력과 유사한 분포를 나타낸다. 그러므로 장기거동을 고려하여 사장교 케이블설계는 계측기반모델의 해석결과를 반영할 필요가 있다. 이를 위하여 많은 계측자료를 이용한 장기거동 분석연구가 요구된다.

Keywords

References

  1. Ahn, S. S. (2005), Development of Evaluation of Load carrying Capacity of Bridge due to Usual Traffic Load, KICTEP (in Korean, with English abstract).
  2. Faulkner, B. C. et al. (1996), Determination of Bridge using Acceleration Data, Virginia Transportation Research Council.
  3. Kim, B. H. et. al. (2008), Modal Parameter Extraction of Seohae Cable-stayed Bridge : I. Mode shape. J. of KSCE, 28(5A), 631-639. (in Korean, with English abstract).
  4. Ko, J. S. et. al. (2009), The Safety Check and Cable Replacement Against Barge Collision of Cable Stayed Bridge, J. of KSMI, 13(4), 33-45 (in Korean, with English abstract).
  5. Kong, M. S. et. al. (2006), Damage Detection in Cable-Stayed Bridges Using Vibration Modes, J. of KSMI, KSMI, 10(6), 113-122 (in Korean, with English abstract).
  6. Seoul Metropolitan Government (2010), Precision Safety Diagnosis on Olympic Grand Bridge (in Korean).
  7. Seoul Metropolitan Government (2012), Complex Report on On-line Monitoring System of Safety of Bridge in Han River (in Korean).
  8. Seoul Metropolitan Government (2012), Development of Evaluation for Structural Safety using Demolished Bridge (in Korean).
  9. Shama, A. A. et al. (2001), Ambient vibration and seismic evaluation of a cantilever truss bridge, Engineering Structures.
  10. Yhim, S. S. et al. (2011), Finite Element Modeling and Vibration Analysis of General Special Bridge in National Highway against Wind Load, KICT (in Korean, with English abstract).

Cited by

  1. Distribution of Natural Frequency of 2-DOF Approximate Model of Stay Cable to Reduction of Area vol.18, pp.6, 2014, https://doi.org/10.11112/jksmi.2014.18.6.147
  2. The Study for Sensitivity Analysis of the Dynamic Property for the Damage of the Stay Cable vol.14, pp.6, 2014, https://doi.org/10.9798/KOSHAM.2014.14.6.65