Proceedings of the ... International Conference on Offshore Mechanics and Arctic EngineeringAmerican Society of Mechanical Engineers, 1994 - Arctic regions |
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Page 223
... amplitude ... A . mean amplitude -B - peak amplitude All cross - hatched areas are rms 10 10 10 10 10 Reynolds Number 10 FIGURE 5.2 LIFT COEFFICIENT FOR OSCILLATING CYLINDER ( IN WATER ) In their paper , however , there is no mention of ...
... amplitude ... A . mean amplitude -B - peak amplitude All cross - hatched areas are rms 10 10 10 10 10 Reynolds Number 10 FIGURE 5.2 LIFT COEFFICIENT FOR OSCILLATING CYLINDER ( IN WATER ) In their paper , however , there is no mention of ...
Page 225
... amplitude to about 0.5 at response amplitude of 40 % of diameter , and then decreased to zero at response amplitude of 150 % of diameter . Forced - vibrations model test results by Howell et . al . ( 1980 ) , for circular cylinders in ...
... amplitude to about 0.5 at response amplitude of 40 % of diameter , and then decreased to zero at response amplitude of 150 % of diameter . Forced - vibrations model test results by Howell et . al . ( 1980 ) , for circular cylinders in ...
Page 238
... amplitude dependent . The added mass coefficient is generally frequency- dependent , but relatively insensitive to amplitude . There is some tendency for the negative added mass values to increase ( i.e. become less negative ) as amplitude ...
... amplitude dependent . The added mass coefficient is generally frequency- dependent , but relatively insensitive to amplitude . There is some tendency for the negative added mass values to increase ( i.e. become less negative ) as amplitude ...
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