Proceedings of the ... International Conference on Offshore Mechanics and Arctic EngineeringAmerican Society of Mechanical Engineers, 1994 - Arctic regions |
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Page 67
, corresponding to the terms f , and f , respectively and will be solved . separately due to the linearity of the problem . Each of these two problems is solved by first seeking a particular solution which satisfies corresponding ...
, corresponding to the terms f , and f , respectively and will be solved . separately due to the linearity of the problem . Each of these two problems is solved by first seeking a particular solution which satisfies corresponding ...
Page 297
... corresponding peak periods T , is fabricated . The wave height enhancement factors are determined at the position of measurement assuming a 2 - D and a 3 - D seastate , respectively . The seastates are determined by a JONSWAP spectrum ...
... corresponding peak periods T , is fabricated . The wave height enhancement factors are determined at the position of measurement assuming a 2 - D and a 3 - D seastate , respectively . The seastates are determined by a JONSWAP spectrum ...
Page 318
... corresponding extremes from the generated and simulated time series are plotted against each other . Specifically , the largest maxima in the time domain simulation will tend to correspond to large maxima in the generated time series ...
... corresponding extremes from the generated and simulated time series are plotted against each other . Specifically , the largest maxima in the time domain simulation will tend to correspond to large maxima in the generated time series ...
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