Flexural wave impulse response evaluations of piles using multiple triaxial acceierometers

Keyphrases

• Triaxial 100%
• Response Evaluation 100%
• Flexural Wave Impulse Response 100%
• Concrete piles 40%
• Resonant Frequency 40%
• Phase Velocity 40%
• Impact Position 40%
• Wave Prediction 40%
• Impulse Response Method 40%
• Flexural Mode 40%
• Flexural Wave 40%
• Radial Direction 20%
• Vibration Response 20%
• Experimental Protocol 20%
• Nondestructive Evaluation 20%
• Impulse Response 20%
• Transient State 20%
• Wharves 20%
• Dispersive Characteristics 20%
• Property Characterization 20%
• Axial Direction 20%
• Engineering Properties 20%
• Wave Traveling 20%
• Response Approach 20%
• Prediction Rate 20%
• Bridge pier 20%
• Resonant Phase 20%
• Pile Length 20%
• Resonance Characteristics 20%
• Guided Waves 20%
• Longitudinal Wave 20%
• Pile Bent 20%
• Triaxial Accelerometer 20%
• Model Concrete 20%
• Frequency-based Analysis 20%
• Integrity Testing 20%
• Geometrical Characterization 20%
• Overwater Structures 20%
• Measurement Position 20%
• Lateral Impact 20%
• Tangential Directions 20%

Engineering

• Impulse Response 100%
• Flexural Wave 100%
• Concrete Pile 28%
• Response Method 28%
• Phase Velocity 28%
• Resonant Frequency 28%
• Transients 14%
• Radial Direction 14%
• Axial Direction 14%
• Engineering Property 14%
• Pile Diameter 14%
• Guided Wave 14%
• Good Match 14%
• Bridge Piers 14%
• Longitudinal Wave 14%
• Property Characterization 14%
• Geometrical Characterization 14%
• Triaxial Accelerometer 14%