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

Figure 22

Nondimensional modal hydrodynamic pressures on the pier specimen in the first two modes along -axis, with a water level, , of 1.8 m, along  m cutting plane, corresponding to a tip mass of (a) and (b) 12.1 kg; (c) and (d) 23.4 kg; (e) and (f) 31.7 kg.

(a)

(b)

(c)

(d)

(e)

(f)