Research Article

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

Figure 12

Relevant physical quantities are changed by various wave periods T with different BWR: (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; d = 80 m).
(a)
(b)
(c)
(d)