Study on Modal Dynamic Response and Hydrodynamic Added Mass of Water-Surrounded Hollow Bridge Pier with Pile Foundation

<div>Comparison of the relative added mass distributions along the specimen corresponding to a water level of <i>H</i><sub>w</sub> = 1.8 m between: (a) case III and case I along the <i>x</i>-axis; (b) case III and case I along the <i>y</i>-axis.</div>

Advances in Civil Engineering

fig15

Figure 15

Figure 15: Study on Modal Dynamic Response and Hydrodynamic Added Mass of Water-Surrounded Hollow Bridge Pier with Pile Foundation 