Ship Bow Force-Deformation Curves for Ship-Impact Demand of Bridges considering Effect of Pile-Cap Depth

Figure 20

Comparison of the dynamic responses: (a) contact force (2 m/s); (b) contact force (4 m/s); (c) displacement of pile cap (2 m/s); (d) displacement of pile cap (4 m/s); (e) displacement of pier top (2 m/s); (f) displacement of pier top (4 m/s); (g) moment of pier bottom (2 m/s); (h) moment of pier bottom (4 m/s).

(a)

(b)

(c)

(d)

(e)

(f)

(g)

(h)