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 235
... compared to the quasistatic response . If OR is significant compared to Ow , kg will be less than 1. This expresses that the dynamic response is less non - Gaussian than the quasistatic response , i.e. a Normalization of response ...
... compared to the quasistatic response . If OR is significant compared to Ow , kg will be less than 1. This expresses that the dynamic response is less non - Gaussian than the quasistatic response , i.e. a Normalization of response ...
Page 360
... Compared to Predicted Wavenumber Observed Wavenumber 1.12 U2 = 10 0-1 d = 1 1.00 1.01 1.02 1.03 1.04 1.05 1.06 1.07 1.08 1.09 1.10 1.11 1.12 1.13 1.14 1.15 Predicted Wavenumber Figure 16 : Observed Wavenumber Compared to Predicted ...
... Compared to Predicted Wavenumber Observed Wavenumber 1.12 U2 = 10 0-1 d = 1 1.00 1.01 1.02 1.03 1.04 1.05 1.06 1.07 1.08 1.09 1.10 1.11 1.12 1.13 1.14 1.15 Predicted Wavenumber Figure 16 : Observed Wavenumber Compared to Predicted ...
Page 360
... Compared to Observed Damping 1.12 o - Operator 1 U2 - 10 0-1 d = 1 h = w / 10 1.11 o - Operator 2 △ -Operator 3 + -Operator 4 1.10x - Operator 5 1.09 1.08 -Operator 6 -Operator 7 -Operator 8 -Operator 9 -Operator 10 1.07 x 1.06 1.05 ...
... Compared to Observed Damping 1.12 o - Operator 1 U2 - 10 0-1 d = 1 h = w / 10 1.11 o - Operator 2 △ -Operator 3 + -Operator 4 1.10x - Operator 5 1.09 1.08 -Operator 6 -Operator 7 -Operator 8 -Operator 9 -Operator 10 1.07 x 1.06 1.05 ...
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 |
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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