BRIDGE INTEGRITY ASSESSMENT BY CONTINUOUS WAVELET TRANSFORMS
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Publication:2845969
DOI10.1142/S0219455409002874zbMath1271.74125OpenAlexW2089496109MaRDI QIDQ2845969
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Publication date: 5 September 2013
Published in: International Journal of Structural Stability and Dynamics (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1142/s0219455409002874
Vibrations in dynamical problems in solid mechanics (74H45) Numerical approximation of solutions of dynamical problems in solid mechanics (74H15) Numerical methods for wavelets (65T60)
Related Items (3)
Bridge Damage Identification from Moving Load Induced Deflection Based on Wavelet Transform and Lipschitz Exponent ⋮ A multi-scale wavelet finite element model for damage detection of beams under a moving load ⋮ Damage identification of periodically-supported structures following the Bayesian probabilistic approach
Uses Software
Cites Work
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- Damage detection with spatial wavelets
- Sensitivity analysis of crack detection in beams by wavelet technique
- Crack identification in beams using wavelet analysis.
- On the continuous wavelet transforms applied to discrete vibrational data for detecting open cracks in damaged beams.
- Damage detection using the Lipschitz exponent estimated by the wavelet transform: Applications to vibration modes of a beam
- Wavelet-based crack identification of bridge beam from operational deflection time history
- Ten Lectures on Wavelets
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