Dynamic Response of an End-Supported Pontoon Bridge due to Wave Excitation: Numerical Predictions versus Measurements

<div>Fitting of JONSWAP spectrum to the average of the power spectral density estimates obtained from the wave radars. 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The spectral estimates are obtained by applying Welch’s method with 20 divisions, Hanning window, and 50% overlap.</div>

Shock and Vibration

fig18

Figure 18

Figure 18: Dynamic Response of an End-Supported Pontoon Bridge due to Wave Excitation: Numerical Predictions versus Measurements 