Proceedings of the ... International Conference on Offshore Mechanics and Arctic EngineeringAmerican Society of Mechanical Engineers, 1994 - Arctic regions |
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Page 204
... measured on moving cylinders include inertia effects that must be taken into account when the local hydrodynamic forces are sought . For example , one particular set of oscillated cylinder experiments measured reaction force at one end ...
... measured on moving cylinders include inertia effects that must be taken into account when the local hydrodynamic forces are sought . For example , one particular set of oscillated cylinder experiments measured reaction force at one end ...
Page 350
... measured data show that in fact this response is strongest at the higher of the two frequencies , and in fact , the measured variance ( 130.59 in2 / s2 ) is nearly twice as large as the variance of the simulated heave velocity ( 69.859 ...
... measured data show that in fact this response is strongest at the higher of the two frequencies , and in fact , the measured variance ( 130.59 in2 / s2 ) is nearly twice as large as the variance of the simulated heave velocity ( 69.859 ...
Page 59
... measured in terms of the hindcast value minus the measured value and the characteristics of this variable are found to be : ( 11 ) Mean : Standard deviation : 0.20m 1.15m ( 12 ) i.e. the hindcast data included herein are biased upwards ...
... measured in terms of the hindcast value minus the measured value and the characteristics of this variable are found to be : ( 11 ) Mean : Standard deviation : 0.20m 1.15m ( 12 ) i.e. the hindcast data included herein are biased upwards ...
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