Proceedings of the ... International Conference on Offshore Mechanics and Arctic EngineeringAmerican Society of Mechanical Engineers, 1994 - Arctic regions |
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Page 55
... FIELD Yu - cheng Li and Ning - chuan Zhang Department of Civil Engineering Dalian University of Technology Dalian , China Table 1 Combination of Model Test * JONSWAP spectrum was. 1994 OMAE - Volume I , Offshore Technology ASME 1994 ...
... FIELD Yu - cheng Li and Ning - chuan Zhang Department of Civil Engineering Dalian University of Technology Dalian , China Table 1 Combination of Model Test * JONSWAP spectrum was. 1994 OMAE - Volume I , Offshore Technology ASME 1994 ...
Page 65
... field condition for unsteady potential can be expressed as Ər 2 ( 0-1 ) - ikp ( 0 ) ( 0-1 ) → 0 as r - ∞ ( 13 ) By means of the expansion in ( 8 ) and ( 12a ) the far field condition for different order of potentials can be obtained ...
... field condition for unsteady potential can be expressed as Ər 2 ( 0-1 ) - ikp ( 0 ) ( 0-1 ) → 0 as r - ∞ ( 13 ) By means of the expansion in ( 8 ) and ( 12a ) the far field condition for different order of potentials can be obtained ...
Page 265
... field is slowly varying in comparison with the wave field . With the use of the dispersion relation , an equation is derived for the wave number that also depends on the current velocity field . Imposing the condition of irrotationality ...
... field is slowly varying in comparison with the wave field . With the use of the dispersion relation , an equation is derived for the wave number that also depends on the current velocity field . Imposing the condition of irrotationality ...
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