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Advances in Civil Engineering
/
2019
/
Article
/
Tab 6
/
Research Article
Study on Modal Dynamic Response and Hydrodynamic Added Mass of Water-Surrounded Hollow Bridge Pier with Pile Foundation
Table 6
HAM of the pile cap along the
x
-axis and
y
-axis in the three cases.
Water level (cm)
(kg)
(kg)
Case I
Case II
Case III
Case I
Case II
Case III
75–180
17.62
0
17.62
10.97
0
10.97