Pages that link to "Item:Q2972495"
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The following pages link to Bridge Damage Identification from Moving Load Induced Deflection Based on Wavelet Transform and Lipschitz Exponent (Q2972495):
Displaying 8 items.
- Damage detection using the Lipschitz exponent estimated by the wavelet transform: Applications to vibration modes of a beam (Q1858683) (← links)
- Damage detection of a cable-stayed bridge based on combining effective intrinsic mode functions of empirical mode decomposition using the feature selection technique (Q5152254) (← links)
- Damage Identification of Multi-Span Bridges Using a Novel Damage Index Based on a New Algorithm for Prediction of Healthy State Displacement (Q6200078) (← links)
- Dynamic behavior of damaged bridge with multi-cracks under moving vehicular loads (Q6492848) (← links)
- Dynamic response of a defected periodic viaduct to a moving point load (Q6492929) (← links)
- A multi-scale wavelet finite element model for damage detection of beams under a moving load (Q6493050) (← links)
- Vibration-based damage identification using wavelet transform and a numerical model of shearography (Q6493215) (← links)
- Time-frequency signal processing for integrity assessment and damage localization of concrete piles (Q6493369) (← links)
