Research Article
Study on Modal Dynamic Response and Hydrodynamic Added Mass of Water-Surrounded Hollow Bridge Pier with Pile Foundation
Figure 16
Comparison of the relative added mass distributions along the specimen corresponding to a water level of Hw = 1.8 m between: (a) case III and case II along the x-axis; (b) case III and case II along the y-axis.
(a) |
(b) |