Bridge Structure Dynamic Analysis under Vessel Impact Loading considering Soil-Pile Interaction and Linear Soil Stiffness Approximation

Figure 10

Pile responses in different rows at y_max,cap and y_min,cap. (a) Pile lateral displacement y in 1^st and 5^th rows. (b) Pile bending moment M_x in 1^st and 5^th rows.

(a)

(b)