Proceedings of the ... International Conference on Offshore Mechanics and Arctic EngineeringAmerican Society of Mechanical Engineers, 1994 - Arctic regions |
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Page 73
SECOND - ORDER DIFFRACTION LOADS ON AN ARRAY OF VERTICAL CYLINDERS IN BICHROMATIC BIDIRECTIONAL WAVES Jose H. Vazquez and A. Neil Williams Department of Civil and Environmental Engineering University of Houston Houston , Texas می Figure ...
SECOND - ORDER DIFFRACTION LOADS ON AN ARRAY OF VERTICAL CYLINDERS IN BICHROMATIC BIDIRECTIONAL WAVES Jose H. Vazquez and A. Neil Williams Department of Civil and Environmental Engineering University of Houston Houston , Texas می Figure ...
Page 74
... second - order . In the present paper , the analysis of Moubayed and Williams ( 1992b ) will be further extended to investigate the second - order hydrodynamic forces due to bichromatic , bi - directional waves on an array of bottom ...
... second - order . In the present paper , the analysis of Moubayed and Williams ( 1992b ) will be further extended to investigate the second - order hydrodynamic forces due to bichromatic , bi - directional waves on an array of bottom ...
Page 77
... 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 supported by the Texas ...
... 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 supported by the Texas ...
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