Proceedings of the ... International Conference on Offshore Mechanics and Arctic EngineeringAmerican Society of Mechanical Engineers, 1994 - Arctic regions |
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Page 32
Of course, linear theory makes no distinction between crest and trough statistics
and provides predictions midway between those shown in Figure 4. From
equation (13), it may be seen that the probability given by equation (14) for, say,
crest ...
Of course, linear theory makes no distinction between crest and trough statistics
and provides predictions midway between those shown in Figure 4. From
equation (13), it may be seen that the probability given by equation (14) for, say,
crest ...
Page 350
The results obtained from the simulation of DDIOH72 indicate that for the heave
degree of freedom, KBLDYN predicts that most of the heave displacement
response will be at the lower of the two peak incident frequencies. However, the ...
The results obtained from the simulation of DDIOH72 indicate that for the heave
degree of freedom, KBLDYN predicts that most of the heave displacement
response will be at the lower of the two peak incident frequencies. However, the ...
Page 182
The agreement between the predicted and experimental response is considered
good, particularly, in the pre-ultimate load range. The predicted ultimate load
from the FEM model is about 8.5% higher than the experimental ultimate load.
The agreement between the predicted and experimental response is considered
good, particularly, in the pre-ultimate load range. The predicted ultimate load
from the FEM model is about 8.5% higher than the experimental ultimate load.
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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