Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 11, Part 1American Society of Mechanical Engineers, 1992 - Arctic regions |
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Page 29
... significant wave height ( H , ) and mean wave frequency ( f . ) ( inverse of the average wave period ) to examine wave spectra . In addition , since the significant wave heights from these three high sea cases were almost identical ...
... significant wave height ( H , ) and mean wave frequency ( f . ) ( inverse of the average wave period ) to examine wave spectra . In addition , since the significant wave heights from these three high sea cases were almost identical ...
Page 132
... significant wave energy . In both of the spherical buoy figures ( and to a lesser extent in the discus buoy ) there is significant response at low frequencies . This is largely due to the large low frequency drift of the surge motion ...
... significant wave energy . In both of the spherical buoy figures ( and to a lesser extent in the discus buoy ) there is significant response at low frequencies . This is largely due to the large low frequency drift of the surge motion ...
Page 255
... Significant HEAVE = 1.66 m . HEAVE Peak period = 10.7 sec . Significant ROLL = 4.64 deg . Significant PITCH = 2.1 deg . Period ( sec ) 20 -2.50 -5.0 Time ( sec . ) 600 640 680 720 760 800 920 960 1000 10.01 ROLL ( deg . ] 5.00 0.0 ...
... Significant HEAVE = 1.66 m . HEAVE Peak period = 10.7 sec . Significant ROLL = 4.64 deg . Significant PITCH = 2.1 deg . Period ( sec ) 20 -2.50 -5.0 Time ( sec . ) 600 640 680 720 760 800 920 960 1000 10.01 ROLL ( deg . ] 5.00 0.0 ...
Contents
OCEAN WAVES AND CURRENT | 1 |
Directional Wave Observations During High Sea States From an NDBC Discus Buoy | 25 |
Vortex Trajectories Around a Circular Cylinder in Oscillatory Plus Mean Flows | 69 |
Copyright | |
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added mass added resistance analysis body buoy cable calculated catenary components computed configuration convective cylinder damping ratio density displacement distribution domain drag coefficient drag force drift forces dynamic response effect energy Engineering estimated experimental extreme Figure floating flow fluid force coefficients free surface function Green's function heave motion horizontal hydrodynamic hydrodynamic damping incident wave inertia integral internal wave irregular waves KC number lift force linear load low-frequency damping matrix maximum measured method mode mooring Morison equation nondimensional nonlinear obtained Ocean Ocean Engineering Offshore Technology oscillation parameters peak phase velocity platform pontoon potential prediction Rayleigh Rayleigh distribution region resonant rotation second-order ship shown simulation solitary wave spectra spectrum submerged surge tension tethers values vector velocity velocity potential vertical vibration vortex water depth wave crest wave forces wave frequency wave height wave period Wavenumber wind