Proceedings of the ... International Conference on Offshore Mechanics and Arctic EngineeringAmerican Society of Mechanical Engineers, 1994 - Arctic regions |
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Page 213
... Curves 16 , 18 , and 17 represent rms , mean amplitude and peak lift lift coefficients , respectively . Humphreys ' curve 18 of mean amplitude lift coefficients agrees well with McGregor's mean amplitude lift coefficient curve 27 which ...
... Curves 16 , 18 , and 17 represent rms , mean amplitude and peak lift lift coefficients , respectively . Humphreys ' curve 18 of mean amplitude lift coefficients agrees well with McGregor's mean amplitude lift coefficient curve 27 which ...
Page 223
... curve was derived from nondimensional vibrating and stationary cylinder test data found in Bishop's paper , coupled with stationary cylinder data from Bishop reported in other references . Curve 44 [ Warren ( 1962 ) ] was obtained from ...
... curve was derived from nondimensional vibrating and stationary cylinder test data found in Bishop's paper , coupled with stationary cylinder data from Bishop reported in other references . Curve 44 [ Warren ( 1962 ) ] was obtained from ...
Page 123
... curve Figure 5 Foundation characteristics - Jack - up platform - Case B. 0.04 0.08 0.12 0.16 Displacement [ m ] ... curve is not relevant for this foundation as it is assumed to be fixed laterally . The vertical load deflection curve ...
... curve Figure 5 Foundation characteristics - Jack - up platform - Case B. 0.04 0.08 0.12 0.16 Displacement [ m ] ... curve is not relevant for this foundation as it is assumed to be fixed laterally . The vertical load deflection curve ...
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