Proceedings of the ... International Conference on Offshore Mechanics and Arctic EngineeringAmerican Society of Mechanical Engineers, 1994 - Arctic regions |
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Page 204
by the lack of correlation, and therefore using the measured force divided by the
section length would understate the actual lift force per unit length. In addition,
forces and strains measured on moving cylinders include inertia effects that must
...
by the lack of correlation, and therefore using the measured force divided by the
section length would understate the actual lift force per unit length. In addition,
forces and strains measured on moving cylinders include inertia effects that must
...
Page 350
However, the measured data show that the higher frequency response will be
more energetic than predicted by KBLDYN. For both tests, the simulated
displacement amplitudes are approximately one foot greater than the measured
amplitudes ...
However, the measured data show that the higher frequency response will be
more energetic than predicted by KBLDYN. For both tests, the simulated
displacement amplitudes are approximately one foot greater than the measured
amplitudes ...
Page 59
Uncertaintiei Related to the Hindrmt Value* at the Storm Measurements of the
significant wave height are available for 68 storm events. Measured values are
shown versus the hindcast values in Fig. 4 and the difference is displayed versus
the ...
Uncertaintiei Related to the Hindrmt Value* at the Storm Measurements of the
significant wave height are available for 68 storm events. Measured values are
shown versus the hindcast values in Fig. 4 and the difference is displayed versus
the ...
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Contents
OCEAN WAVES AND ENERGY | 1 |
HYDRODYNAMIC FORCES | 45 |
COMPUTATIONAL HYDRODYNAMICS | 91 |
Copyright | |
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Common terms and phrases
added mass amplitude analysis boundary conditions buoy calculated Circular Cylinder compliant tower components correlation length curve deck diameter diffraction drag coefficient drag force drift force dynamic effects energy 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 maxima maximum measured method model tests modes mooring line nonlinear obtained Ocean OMAE oscillating cylinder parameters peak phase pipe platform predicted present pressure problem quadratic Quickwave random ratio 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 vector velocity potential vertical vibration vortex shedding water depth wave force wave frequency wave height wave power wind