Dynamic Response of Pile-Raft Systems with Various Forms of Connection under Cyclic Condition

Figure 8

Dynamic bending moment of PRF acquired by the following tests: (a) time history at 5 cm below the pile top; (b) time history at 12.5 cm below the pile top; (c) time history at 20 cm below the pile top; and (d) peak bending moment along the pile.

(a)

(b)

(c)

(d)