Research Article

Numerical Simulation of Dynamic Response of Submerged Floating Tunnel under Regular Wave Conditions

Figure 11

Relevant physical quantities are changed by various wave periods T with different water depths (d): (a) the horizontal displacement of the tube Xs, (b) the mooring cable tension FT, (c) the horizontal wave forces FWX, and (d) the vertical wave forces FWy (s = 0.04; BWR = 2.6).
(a)
(b)
(c)
(d)