Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volumes 1-2American Society of Mechanical Engineers, 1990 - Arctic regions |
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Page 75
... maximum value of C appears when KC approaches twenty . are The relationship of C or CL1 / 3 with KC number better than the relationship between CL1 / 3 and KC , because the lift forces FL1 / 10 are more scatter than lift forces of FL or ...
... maximum value of C appears when KC approaches twenty . are The relationship of C or CL1 / 3 with KC number better than the relationship between CL1 / 3 and KC , because the lift forces FL1 / 10 are more scatter than lift forces of FL or ...
Page 324
... MAXIMUM WIND / WAVE FORCE xwa XW Figure 6 shows the results of the ratio of forces Fxw + F , to the maximum value of Fx + Fxwa force . This is denoted by w . Examining this figure it is clear that when the wind / wave and current are ...
... MAXIMUM WIND / WAVE FORCE xwa XW Figure 6 shows the results of the ratio of forces Fxw + F , to the maximum value of Fx + Fxwa force . This is denoted by w . Examining this figure it is clear that when the wind / wave and current are ...
Page 163
... maximum wave energy ( sec ) maximum crest elevation above mean sea level ( m ) band 0⭑ 9.0 13.3 14.7 16.1 17.3 0 2.5 4.5 5.5 6.5 8.5 bands 3 day storm 6 day storm Table 2 : Specification of tidal variables . TIDAL AMPLITUDE PHASE ...
... maximum wave energy ( sec ) maximum crest elevation above mean sea level ( m ) band 0⭑ 9.0 13.3 14.7 16.1 17.3 0 2.5 4.5 5.5 6.5 8.5 bands 3 day storm 6 day storm Table 2 : Specification of tidal variables . TIDAL AMPLITUDE PHASE ...
Contents
Simulation of Hurricane Seas in a Multidirectional Wave Basin | 17 |
9 | 38 |
27 | 45 |
Copyright | |
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added mass amplitude analysis array calculated results circular cylinder cosh crane ship crest damping coefficient density directional wave displacement distribution domain drag coefficient drag force dynamic effect Engineering equation estimated experimental results flow fluid force coefficients forces acting forward speed free surface Green's function heave horizontal hydrodynamic hydrodynamic forces incident wave irregular Kc number lift force linear load low-frequency matrix maximum measured method mooring line motion nonlinear obtained offshore structures oscillation parameters pile potential theory predicted pressure random ratio Rayleigh distribution regular waves response Sarpkaya second-order semisubmersible ship motions shown in Figure simulation solution spectra spectral density spectrum spreading function surge tanker transfer function vector velocity potential vertical vessel vortex vortex shedding vortices water depth wave amplitude wave component wave drift wave force wave frequency wave groups wave height wave number wave period wave power