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Journal of Civil Structural Health Monitoring

, Volume 9, Issue 1, pp 37–51 | Cite as

Structural model updating using sensitivity of wavelet transform coefficients of incomplete structural response

  • A. Shojaei Mansourabadi
  • A. EsfandiariEmail author
Original Paper
  • 83 Downloads

Abstract

In this paper, a structural model updating technique is presented based on the wavelet analysis of the structural responses. The sensitivity of the wavelet coefficients of the dynamic response with respect to the structural parameters is evaluated using the incomplete measured responses. To achieve an accurate sensitivity equation, measured data are incorporated in mathematical formulation. The least-square algorithm with the appropriate weighting algorithm is used for solving the over-determined system of equations. The proposed method is applied numerically to the simulated data of a 2D truss model and a 3D frame model. The results show the great promise of the wavelet transform via the proposed sensitivity-based approach for structural model updating and damage detection.

Keywords

Model updating Damage detection Sensitivity equation Wavelet transform Optimization 

Notes

Compliance with ethical standards

Conflict of interest

The authors declare that they have no conflict of interest.

Supplementary material

13349_2018_316_MOESM1_ESM.docx (14 kb)
Supplementary material 1 (DOCX 14 kb)

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Copyright information

© Springer-Verlag GmbH Germany, part of Springer Nature 2018

Authors and Affiliations

  1. 1.Amirkabir University of TechnologyTehranIran
  2. 2.Faculty of Maritime EngineeringAmirkabir University of TechnologyTehranIran

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