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
... peak enhancement parameter γ . Hence the peak values of measured spectra were non- dimensionalized by H1 / 32 / fp and plotted versus TP ( period of spectrum peak ) in Fig.4.10 . The nondinen- sionalized peak values of ISSC type , B - M ...
... peak enhancement parameter γ . Hence the peak values of measured spectra were non- dimensionalized by H1 / 32 / fp and plotted versus TP ( period of spectrum peak ) in Fig.4.10 . The nondinen- sionalized peak values of ISSC type , B - M ...
Page 128
... peak frequency of the force spectrum remains unchanged for all spacings . When it is located in the front , the peak frequency is shifted to a higher value at the closest spacing only in deep water conditions , Figs . 14 and 15 . Three ...
... peak frequency of the force spectrum remains unchanged for all spacings . When it is located in the front , the peak frequency is shifted to a higher value at the closest spacing only in deep water conditions , Figs . 14 and 15 . Three ...
Page 9
... peak . For a non - Gaussian surface process , the cor- responding distribution function is determi- ned by ... peak can be 3 hours . However , the largest storm will wave not always occur during the storm peak . In order to account ...
... peak . For a non - Gaussian surface process , the cor- responding distribution function is determi- ned by ... peak can be 3 hours . However , the largest storm will wave not always occur during the storm peak . In order to account ...
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