Quantification of Dynamic Properties of Pile Using Ensemble Empirical Mode Decomposition

<div>Characteristic plots of the decomposed signals corresponding to two specific frequencies: (a) <i>f</i><sub>2</sub> = 1072 Hz and (b) <i>f</i><sub>1</sub> = 101 Hz.</div>

Advances in Civil Engineering

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Figure 6

Figure 6: Quantification of Dynamic Properties of Pile Using Ensemble Empirical Mode Decomposition 