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 276
... assumed to be laid in a straight line , always has variable lay imperfections depending on the type of soil encountered . These initial imperfections are the preferential sites for the expansions caused by variations in internal ...
... assumed to be laid in a straight line , always has variable lay imperfections depending on the type of soil encountered . These initial imperfections are the preferential sites for the expansions caused by variations in internal ...
Page 286
... assumed to be aligned with the tangential direction . 6. Equilibrium Equations Two equilibrium equations are required : one for the balance of the forces acting on a cable element , and one for the balance of the moments . Consider a ...
... assumed to be aligned with the tangential direction . 6. Equilibrium Equations Two equilibrium equations are required : one for the balance of the forces acting on a cable element , and one for the balance of the moments . Consider a ...
Page 298
... assumed to be available in the form of a LF ( quasi - static ) force / offset characteristics ( fig.8 ) and a WF dynamic transfer function ( fig.11 ) . We also assume the heave motion to be Rayleigh distributed . In order to be able to ...
... assumed to be available in the form of a LF ( quasi - static ) force / offset characteristics ( fig.8 ) and a WF dynamic transfer function ( fig.11 ) . We also assume the heave motion to be Rayleigh distributed . In order to be able to ...
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