Application of empirical mode decomposition to determine pile lengths subject to lateral impact

Keyphrases

• Empirical Mode Decomposition 100%
• Frequency Analysis 100%
• Wave Concept 100%
• Pile Length 100%
• One-dimensional Wave 100%
• Lateral Impact 100%
• Concrete piles 50%
• Frequency Spectrum 50%
• Error Estimates 50%
• Frequency of Use 50%
• Decomposition Approach 50%
• Embedding Model 50%
• Article Use 50%
• Impulse Test 50%
• Constant Velocity 50%
• Partially Embedded 50%
• Spectrum-based 50%
• Flexural Wave Impulse Response 50%
• Dispersion Characteristics 50%
• High-frequency Range 50%
• In-service Bridge 50%
• Model Concrete 50%
• Bending Wave 50%

Engineering

• Empirical-Mode Decomposition 100%
• One Dimensional 100%
• Frequency Analysis 100%
• Pile Length 100%
• Concrete Pile 50%
• Frequency Spectrum 50%
• Impulse Response 50%
• Constant Velocity 50%
• Flexural Wave 50%
• Bending Wave 50%