Proceedings of the ... International Conference on Offshore Mechanics and Arctic EngineeringAmerican Society of Mechanical Engineers, 1994 - Arctic regions |
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Page 73
1994 OMAE - Volume I, Offshore Technology ASME 1994 ABSTRACT A
complete second-order solution is presented for the hydrodynamic forces due to
the action of bichromatic, bi-directional waves on an array of bottom-mounted, ...
1994 OMAE - Volume I, Offshore Technology ASME 1994 ABSTRACT A
complete second-order solution is presented for the hydrodynamic forces due to
the action of bichromatic, bi-directional waves on an array of bottom-mounted, ...
Page 74
particular, it was shown that a simple superposition of directional wave
components may not yield reliable results at second-order. In the present paper,
the analysis of Moubayed and Williams (1992b) will be further extended to
investigate the ...
particular, it was shown that a simple superposition of directional wave
components may not yield reliable results at second-order. In the present paper,
the analysis of Moubayed and Williams (1992b) will be further extended to
investigate the ...
Page 77
significant influence on the second-order hydrodynamic loads on these arrays
and that the assumption of undirectional waves does not always lead to
conservative estimates of the second-order loading. ACKNOWLEDGEMENT This
study was ...
significant influence on the second-order hydrodynamic loads on these arrays
and that the assumption of undirectional waves does not always lead to
conservative estimates of the second-order loading. ACKNOWLEDGEMENT This
study was ...
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Contents
OCEAN WAVES AND ENERGY | 1 |
HYDRODYNAMIC FORCES | 45 |
COMPUTATIONAL HYDRODYNAMICS | 91 |
Copyright | |
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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