Research Article
Dynamic Response of an End-Supported Pontoon Bridge due to Wave Excitation: Numerical Predictions versus Measurements
Figure 19
Comparison between the measured and predicted lateral displacement spectral densities from the selected recording, corresponding to the wave spectral density presented in Figure 18. Original and Updated refer to the original and updated numerical models, respectively. (a) Pontoon 2. (b) Pontoon 3. (c) Pontoon 4.
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