Proceedings of the ... International Conference on Offshore Mechanics and Arctic EngineeringAmerican Society of Mechanical Engineers, 1994 - Arctic regions |
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Page 388
... DAMPING ( 1.E5 KG / S ) 2.00 580 1.50 1.00- Total The agreement between FLOSYS and the model test re- sults is rather good , more particularly in configurations 3H and 4H . The simplified method ... DAMPING ( 1.E5 KG / S ) DAMPING ( 1.E5 388.
... DAMPING ( 1.E5 KG / S ) 2.00 580 1.50 1.00- Total The agreement between FLOSYS and the model test re- sults is rather good , more particularly in configurations 3H and 4H . The simplified method ... DAMPING ( 1.E5 KG / S ) DAMPING ( 1.E5 388.
Page 389
DAMPING ( 1.E5 KG / S ) DAMPING ( 1.E5 KG / S ) 5.0 4.0- 3.0 2.0- 1.0- Mooring lines Wave drift As for the frictional component it was estimated from Jon- sson's proposed expression of the friction coefficient in turbulent oscillatory ...
DAMPING ( 1.E5 KG / S ) DAMPING ( 1.E5 KG / S ) 5.0 4.0- 3.0 2.0- 1.0- Mooring lines Wave drift As for the frictional component it was estimated from Jon- sson's proposed expression of the friction coefficient in turbulent oscillatory ...
Page 126
... damping . However , here such damping is included based on the curves given in Figure 8 for the gravity platform foundation . For the jack - up foundation , Figure 9 applies . The horizontal axis corresponds to the force amplitude for a ...
... damping . However , here such damping is included based on the curves given in Figure 8 for the gravity platform foundation . For the jack - up foundation , Figure 9 applies . The horizontal axis corresponds to the force amplitude for a ...
Contents
OCEAN WAVES AND ENERGY | 1 |
Load Control Method and Its Realization on an OWC Wave Power Converter | 19 |
Nonlinearity in CrestTrough Statistics of Bretschneider Seas | 27 |
Copyright | |
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added mass amplitude analysis ASME boundary conditions buoy calculated Circular Cylinder compliant tower components correlation length curve deck diameter diffraction dimensionless drag coefficient drag force drift force dynamic effects Engineering envelope equation experimental Figure fluid Fluid Mechanics free surface heave Hilbert transform horizontal hydrodynamic hydrodynamic force incident wave increase installation interaction irregular waves lift coefficient lift force linear load control lock-in matrix maximum measured method model tests modes mooring line nonlinear obtained Ocean Offshore Technology OMAE oscillating cylinder parameters peak phase pipe platform predicted present pressure problem quadratic Quickwave random ratio response Reynolds number riser seastate second-order shear shedding frequency shown simulation solution spectral spectrum stationary cylinder stiffeners Strouhal Strouhal number transfer function transverse turbulence uniform flow values velocity potential vertical vibration vortex shedding water depth Wave Force wave frequency wave power