Two-Stage Optimization for Damage Detection of Trusses

트러스 구조물의 2단계 손상탐지 기법

  • Kim, Sumin (Department of Architectural Engineering, Sejong University) ;
  • Kim, Nam-Il (Department of Architectural Engineering, Sejong University) ;
  • Lee, Jaehong (Department of Architectural Engineering, Sejong University)
  • Published : 2017.09.15

Abstract

Keywords

References

  1. Messina, A., Williams, E.J. and Contursi, T. (1998). "Structural damage detection by a sensitivity and statistical-based method." Journal of Sound and Vibration, 216, pp. 791-808. https://doi.org/10.1006/jsvi.1998.1728
  2. Gomes, H. M. and Silva, N. R. S. (2008). "Some comparisons for damage detection on structures using genetic algorithms and modal sensitivity method." Applied Mathematical Modelling, 32, pp. 2216-2232. https://doi.org/10.1016/j.apm.2007.07.002
  3. Shi, Z. Y., Law, S. S. and Zhang, L. M. (2000). "Damage localization by directly using incomplete mode shapes." Journal of Engineering Mechanics, ASCE, 126, pp. 656-660. https://doi.org/10.1061/(ASCE)0733-9399(2000)126:6(656)
  4. Guo, H. Y. and Li, Z. L. (2009). "A two-stage method to identify structural damage sites and extents by using evidence theory and micro-search genetic algorithm." Mechanical Systems and Signal Processing, 23, pp. 769-782. https://doi.org/10.1016/j.ymssp.2008.07.008
  5. Fallahian, S. and Seyedpoor, S. M. (2010). "A two stage method for structural damage identification using an adaptive neuro-fuzzy inference system and particle swarm optimization." Asian Journal of Civil Engineering, 11, pp. 795-808.
  6. Wang, X. J., Zhou, X. Q., Xia, Y. and Weng, S. (2013). "Comparisons between modal-parameter-based and flexibility-based damage identification methods." Advances in Structural Engineering, 16, pp. 1611-1619. https://doi.org/10.1260/1369-4332.16.9.1611