Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 9American Society of Mechanical Engineers, 1990 - Arctic regions |
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Page 333
... coefficient of about 5 brings the calculated values close to the measured ones . This may seem to be a fairly high value for a drag coefficient ; but , for instance , Bearman et al . ( 1985 ) predict drag coefficients as high as 6 or 8 ...
... coefficient of about 5 brings the calculated values close to the measured ones . This may seem to be a fairly high value for a drag coefficient ; but , for instance , Bearman et al . ( 1985 ) predict drag coefficients as high as 6 or 8 ...
Page 385
... coefficient of one buoyancy element drag coefficient of N buoyancy elements outer diameter of buoyancy elements interaction factor 2πXO / D mechanical mass of oscillatory system added mass of oscillatory system Mm + Ma number of ...
... coefficient of one buoyancy element drag coefficient of N buoyancy elements outer diameter of buoyancy elements interaction factor 2πXO / D mechanical mass of oscillatory system added mass of oscillatory system Mm + Ma number of ...
Page 506
... coefficient of viscous damping coefficient of restoring force = = reacting force arising from mooring system due to a displacement Ej ( t ) = external force uk Uk = = Vck = Uk + Vck mean value of orbital velocity of water parti- cles in ...
... coefficient of viscous damping coefficient of restoring force = = reacting force arising from mooring system due to a displacement Ej ( t ) = external force uk Uk = = Vck = Uk + Vck mean value of orbital velocity of water parti- cles in ...
Contents
COMPLIANT STRUCTURES | 313 |
Identification of NonLinear Effects in Predicting the Motion Response of Mobile Platforms | 337 |
RISERSMOORINGSCABLES | 345 |
Copyright | |
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amplitude analysis array axial beam Beaufort Sea behaviour bending moment bow quartering brace buoy buoyancy cable calculated compliant towers configuration curvature curve damping deck deflection developed diesel displacement distribution drag coefficient drillship dynamic Engineering environmental equation fatigue flexible riser force function heave horizontal hydrodynamic in-plane installation interaction jacket length linear load combination marine riser matrix maximum measured method mode mooring system Non-dim nonlinear obtained offshore structures Oseberg parameters phase pipe platform predicted problem Prudhoe Bay pycnocline ratio Rayleigh distribution relative response riser system riser tensioner rotating rubber fender seastates shaft shown in Figure simulation soil solution static stiffness Stirling Stirling Engine storage barge strain submarine surface Table template tension tests tion tower trawl Trondheim truss underwater values vector velocity vertical vessel water depth wave height wave load wave period