교량 유한요소 모델 업데이팅을 위한 최적화 방법

Optimization Methods for Finite Element Model Updating of Bridge Structures

  • 김도빈 (서울대학교 건설환경종합연구소) ;
  • 박원석 (목포대학교 토목공학과)
  • 발행 : 2017.12.20

초록

키워드

참고문헌

  1. Esfandiari, A., et al., (2016) Model Updating of a Concrete Beam with Extensive Distributed Damage Using Experimental Frequency Response Function. Journal of Bridge Engineering, 21(4).
  2. Garcia-Palencia, A.J., et al., (2015) Structural model updating of an in-service bridge using dynamic data. Structural Control & Health Monitoring, 22(10): p. 1265-1281. https://doi.org/10.1002/stc.1742
  3. Hua, X.G., et al., (2017) Assessment of stochastically updated finite element models using reliability indicator. Mechanical Systems and Signal Processing, 82: p. 217-229. https://doi.org/10.1016/j.ymssp.2016.05.020
  4. Mustafa, S., N. Debnath, and A. Dutta,(2015) Bayesian probabilistic approach for model updating and damage detection for a large truss bridge. International Journal of Steel Structures, 15(2): p. 473-485. https://doi.org/10.1007/s13296-015-6016-3
  5. Park, W., J. Park, and H.K. Kim, (2015) Candidate model construction of a cable-stayed bridge using parameterised sensitivity-based finite element model updating. Structure and Infrastructure Engineering, 11(9): p. 1163- 1177. https://doi.org/10.1080/15732479.2014.938662
  6. Wan, H.P. and W.X. Ren, (2016) Stochastic model updating utilizing Bayesian approach and Gaussian process model. Mechanical Systems and Signal Processing. 70-71: p. 245-268. https://doi.org/10.1016/j.ymssp.2015.08.011
  7. Xiao, X., Y.L. Xu, and Q. Zhu, (2015) Multiscale Modeling and Model Updating of a Cable-Stayed Bridge. II: Model Updating Using Modal Frequencies and Influence Lines. Journal of Bridge Engineering, 20(10).