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 21
... energy limit . Table 1 shows that mode 9 has the highest energy level . The energy levels presented in Table 1 are TABLE 1 : Modes and its energy levels for the time series wave data ( M12 ) Mode Mode Normalized Number Energy -2.000 T 1 ...
... energy limit . Table 1 shows that mode 9 has the highest energy level . The energy levels presented in Table 1 are TABLE 1 : Modes and its energy levels for the time series wave data ( M12 ) Mode Mode Normalized Number Energy -2.000 T 1 ...
Page 302
... energy , VBn , and the maximum gravitational potential energy , VPn . = Bn Bn L s ( x , t ) = k { 1 where slippage occurs O elsewhere is the number of interface between helical layers and adjacent layers By substituting equation ( 2.6 ) ...
... energy , VBn , and the maximum gravitational potential energy , VPn . = Bn Bn L s ( x , t ) = k { 1 where slippage occurs O elsewhere is the number of interface between helical layers and adjacent layers By substituting equation ( 2.6 ) ...
Page 303
... Energy is also dissipated through microscopic asperities between contact surfaces as pointed out by Claren and Diana [ 4 ] , even though there is no macroscopic slip between them . This energy loss , however , is believed to be small ...
... Energy is also dissipated through microscopic asperities between contact surfaces as pointed out by Claren and Diana [ 4 ] , even though there is no macroscopic slip between them . This energy loss , however , is believed to be small ...
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