Surface and Internal Waves due to a Moving Load on a Very Large Floating Structure
Figure 10
Distribution of bending moment of the floating thin plate at the time when the point load stops movement, where = 500.0 Nm2; = 35.0 m; = 5.0 m; k = 0.5, 1.0, and 2.0; N = 2; unit width ω = 1.0 m.
