Experimental and Numerical Study on Modal Dynamic Response of Water-Surrounded Slender Bridge Pier with Pile Foundation

Figure 20

Nondimensional modal hydrodynamic pressures on the pier specimen without tip mass for the second mode vibration along -axis; profiles for a water level, , of 1.8 m along cutting planes: (a)  m and (b)  m; profiles for a water level, , of 1.5 m along cutting planes: (c)  m and (d)  m; profiles for a water level, , of 1.2 m along cutting planes: (e)  m and (f)  m.

(a)

(b)

(c)

(d)

(e)

(f)