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 39
... height region the correlation between wave height and period is week and at low wave height region there is corre- lation a little . 4.6 Wave Grouping Wave grouping has important effect on the low fre- quency response of floating ...
... height region the correlation between wave height and period is week and at low wave height region there is corre- lation a little . 4.6 Wave Grouping Wave grouping has important effect on the low fre- quency response of floating ...
Page 344
... HEIGHT = 2.5 M · WAVE HEIGHT = 5 M 2000 0 0.2 0.3 B WAVE HEIGHT = 7.5 M • WAVE HEIGHT = 10 M - WAVE HEIGHT = 12.5 M O WAVE HEIGHT = 15 M 0.4 0.5 0.6 0.7 0.8 WAVE FREQUENCY ( RAD / SEC ) 0.8 0.6 0.4 0.2 0.0 0.2 0.3 0.4 0.5 0.6 0.7 WAVE ...
... HEIGHT = 2.5 M · WAVE HEIGHT = 5 M 2000 0 0.2 0.3 B WAVE HEIGHT = 7.5 M • WAVE HEIGHT = 10 M - WAVE HEIGHT = 12.5 M O WAVE HEIGHT = 15 M 0.4 0.5 0.6 0.7 0.8 WAVE FREQUENCY ( RAD / SEC ) 0.8 0.6 0.4 0.2 0.0 0.2 0.3 0.4 0.5 0.6 0.7 WAVE ...
Page 18
... heights ( BHm ) is described acceptably by a Lognormal distribution with a mean value and a standard deviation equal to 0.85 and 0.20 , respectively . The wave height hindcast reliability associated with the second model also was based ...
... heights ( BHm ) is described acceptably by a Lognormal distribution with a mean value and a standard deviation equal to 0.85 and 0.20 , respectively . The wave height hindcast reliability associated with the second model also was based ...
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