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

<div>Distribution of relative modal acceleration, relative hydrodynamic pressure, and relative HAM along the specimen without tip mass corresponding to a water level of <i>H</i><sub>w</sub> = 1.8 m in case I: (a) relative modal acceleration; (b) relative hydrodynamic pressure; (c) relative HAM.</div>

Advances in Civil Engineering

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Figure 13

Figure 13: Study on Modal Dynamic Response and Hydrodynamic Added Mass of Water-Surrounded Hollow Bridge Pier with Pile Foundation 