Bridge Damage Identification from Moving Load Induced Deflection Based on Wavelet Transform and Lipschitz Exponent
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Publication:2972495
DOI10.1142/S0219455415500030zbMath1359.74382OpenAlexW1977055719MaRDI QIDQ2972495
Zhu Yu, Chaoyi Xia, He Xia, José M. Goicolea
Publication date: 7 April 2017
Published in: International Journal of Structural Stability and Dynamics (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1142/s0219455415500030
Estimation and detection in stochastic control theory (93E10) Brittle fracture (74R10) Detection theory in information and communication theory (94A13)
Related Items (6)
Damage Identification of Multi-Span Bridges Using a Novel Damage Index Based on a New Algorithm for Prediction of Healthy State Displacement ⋮ Dynamic behavior of damaged bridge with multi-cracks under moving vehicular loads ⋮ Dynamic response of a defected periodic viaduct to a moving point load ⋮ A multi-scale wavelet finite element model for damage detection of beams under a moving load ⋮ Vibration-based damage identification using wavelet transform and a numerical model of shearography ⋮ Time-frequency signal processing for integrity assessment and damage localization of concrete piles
Cites Work
- Pointwise smoothness, two-microlocalization and wavelet coefficients
- Wavelet-based crack identification of bridge beam from operational deflection time history
- BRIDGE INTEGRITY ASSESSMENT BY CONTINUOUS WAVELET TRANSFORMS
- Two-Stage Damage Identification Based on Modal Strain Energy and Revised Particle Swarm Optimization
- DAMAGE DETECTION OF RC SLABS USING NONLINEAR VIBRATION FEATURES
- DETECTION OF DAMAGE LOCATIONS IN A BEAM USING THE WAVELET ANALYSIS
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