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 36
... range ( less than 0.11 Hz ) , although it gives not so good estimation in the high frequency range . Therefore , the data whose significant wave period is more than 9.0 seconds ( about 0.11 Hz ) have only been used . 3. ANALYZED DATA ...
... range ( less than 0.11 Hz ) , although it gives not so good estimation in the high frequency range . Therefore , the data whose significant wave period is more than 9.0 seconds ( about 0.11 Hz ) have only been used . 3. ANALYZED DATA ...
Page 37
... range expressed by f - 4 has been confirmed by 3/2 powers law proposed by Toba 2 ) as follows . H ' = A • T , 3/2 ( 3 ) where A = 0.062 . 3/2 powers law means that there is a strong combined relationships given by Eq . ( 3 ) between the ...
... range expressed by f - 4 has been confirmed by 3/2 powers law proposed by Toba 2 ) as follows . H ' = A • T , 3/2 ( 3 ) where A = 0.062 . 3/2 powers law means that there is a strong combined relationships given by Eq . ( 3 ) between the ...
Page 607
... range 10 to 20 , which indicates our chosen range . The range of B found is from 0.15 to 1.0 . The most joints have ẞ value between 0.4 and 0.6 . It also shows the following non- dimensional parameter limits for T - joint : parameter B ...
... range 10 to 20 , which indicates our chosen range . The range of B found is from 0.15 to 1.0 . The most joints have ẞ value between 0.4 and 0.6 . It also shows the following non- dimensional parameter limits for T - joint : parameter B ...
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