Research Article
Study on Modal Dynamic Response and Hydrodynamic Added Mass of Water-Surrounded Hollow Bridge Pier with Pile Foundation
Figure 14
Distribution of relative modal acceleration, relative hydrodynamic pressure, and relative HAM along the specimen without tip mass corresponding to a water level of Hw = 1.8 m in case II: (a) relative modal acceleration; (b) relative hydrodynamic pressure; (c) relative HAM.
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