Research Article
Numerical Simulation of Dynamic Response of Submerged Floating Tunnel under Regular Wave Conditions
Figure 10
Relevant physical quantities are changed by various wave periods T with different wave steepness (s): (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 (BWR = 2.6; d = 80 m).
| (a) |
| (b) |
| (c) |
| (d) |