Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 15American Society of Mechanical Engineers, 1996 - Arctic regions |
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Page 19
... horizontal force was determined by averaging the peak and trough elevations at the centerline of the tank , upstream of the cylinder . As shown in figure 2 , the diffraction of three incident wave numbers was studied . For each case the ...
... horizontal force was determined by averaging the peak and trough elevations at the centerline of the tank , upstream of the cylinder . As shown in figure 2 , the diffraction of three incident wave numbers was studied . For each case the ...
Page 26
... horizontal velocity vector of tidal current at the top level in flood tide for the three cases : without an airport , with a reclaimed airport and with a float- ing airport ; Fig . 4 shows tidal residual currents at the top level under ...
... horizontal velocity vector of tidal current at the top level in flood tide for the three cases : without an airport , with a reclaimed airport and with a float- ing airport ; Fig . 4 shows tidal residual currents at the top level under ...
Page 403
... horizontal linear damping matrix the horizontal mooring stiffness matrix vector the three - component characterizing the vessel position in the horizontal plane the three - component vector of the horizontal external loads applied to ...
... horizontal linear damping matrix the horizontal mooring stiffness matrix vector the three - component characterizing the vessel position in the horizontal plane the three - component vector of the horizontal external loads applied to ...
Contents
OFFSHORE MECHANICS AND ARCTIC ENGINEERING | 1 |
Structural Mechanics | 31 |
Hydroelastic and Articulated Structure | 41 |
Copyright | |
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added mass amplitude analysis angle boundary breakwater buoy calculated coefficient components computed cylinder damping deck device displacement drag coefficient drag force drift forces dynamic effect environmental equations factor Figueira da Foz Figure floating airport floating breakwater floating structure flow fluid free surface function hawser heave horizontal hydrodynamic incident wave inertia length linear load cells maximum method Mighty Whale mooring line mooring system motion nonlinear North Sea obtained Ocean offshore structures OMAE optimal oscillating parameters peak platform potential predicted pressure pump random waves resonant response Reynolds number riser scale sensor ship shown simulation spectral spectral density stability surface elevation Table tank tanker tension theory TPM system transmission coefficient turbine values velocity velocity potential verification vertical vessel water depth wave drift wave energy wave forces wave frequency wave height wave period wave power wind wire rope