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 93
... respectively H.T.L wave height , wave respectively K wave number , K = 2 / L on period and wave length KLG transverse gronping - pile factor KC Keulegan - Carpenter number 1 distance between pile's center ( Mo ) L , ( Mo ) LG zeroth ...
... respectively H.T.L wave height , wave respectively K wave number , K = 2 / L on period and wave length KLG transverse gronping - pile factor KC Keulegan - Carpenter number 1 distance between pile's center ( Mo ) L , ( Mo ) LG zeroth ...
Page 577
... respectively , and 1 and F ; are the complex amplitudes of motion responses and wave exciting force , respectively . If the ship is assumed to have a lateral symmetry and the centre of gravity is located at ( 0,0 , z ) , the generalised ...
... respectively , and 1 and F ; are the complex amplitudes of motion responses and wave exciting force , respectively . If the ship is assumed to have a lateral symmetry and the centre of gravity is located at ( 0,0 , z ) , the generalised ...
Page 18
... respectively . For the second hindcast study ( 16 ) , the data indicate a characteristics value ( uɲ ) of 7.08 m and a scale factor ( a ) of 0.319 . Based on the results from the first hindcast study , the uncertainties associated with ...
... respectively . For the second hindcast study ( 16 ) , the data indicate a characteristics value ( uɲ ) of 7.08 m and a scale factor ( a ) of 0.319 . Based on the results from the first hindcast study , the uncertainties associated with ...
Contents
Simulation of Hurricane Seas in a Multidirectional Wave Basin | 17 |
9 | 38 |
27 | 45 |
Copyright | |
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Common terms and phrases
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