Proceedings of the ... International Conference on Offshore Mechanics and Arctic EngineeringAmerican Society of Mechanical Engineers, 1994 - Arctic regions |
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Page 50
... shape hypothesis and this fact leads to the following circumstance : the zero- moment m . , and thus the energy density , obtained on finite depth by adopting the STMA spectrum are lower than those directly deduced by using the wave ...
... shape hypothesis and this fact leads to the following circumstance : the zero- moment m . , and thus the energy density , obtained on finite depth by adopting the STMA spectrum are lower than those directly deduced by using the wave ...
Page 51
... shape functions PM , and o , are evaluated through Eqs.14,15 specified by k 。 and kpo · Taking into account the self - similarity shape hypothesis , the wave number spectrum Fr ( k , h ) on finite depth is written in terms of k , that ...
... shape functions PM , and o , are evaluated through Eqs.14,15 specified by k 。 and kpo · Taking into account the self - similarity shape hypothesis , the wave number spectrum Fr ( k , h ) on finite depth is written in terms of k , that ...
Page 175
... shape of the semi - trapezoid- shaped membership function . It will be found in the next section that a closed form solution to the probability of fatigue failure can be achieved by membership function together lognormal format for ...
... shape of the semi - trapezoid- shaped membership function . It will be found in the next section that a closed form solution to the probability of fatigue failure can be achieved by membership function together lognormal format for ...
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