Detection of structural damage via free vibration responses generated by approximating artificial neural networks

C. Y. Kao, Shih-Lin Hung*

*Corresponding author for this work

Research output: Contribution to journalArticlepeer-review

85 Scopus citations

Abstract

This work presented a novel neural network-based approach for detecting structural damage. The proposed approach involves two steps. The first step, system identification, uses neural system identification networks (NSINs) to identify the undamaged and damaged states of a structural system. The second step, structural damage detection, uses the aforementioned trained NSINs to generate free vibration responses with the same initial condition or impulsive force. Comparing the periods and amplitudes of the free vibration responses of the damaged and undamaged states allows the extent of changes to be assessed. Furthermore, numerical and experimental examples demonstrate the feasibility of applying the proposed method for detecting structural damage.

Original languageEnglish
Pages (from-to)2631-2644
Number of pages14
JournalComputers and Structures
Volume81
Issue number28-29
DOIs
StatePublished - 1 Nov 2003

Keywords

  • Free vibration responses
  • Neural networks
  • Shaking table test
  • Structural damage detection
  • Structural health monitoring
  • System identification

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