Proceedings of the ... International Conference on Offshore Mechanics and Arctic EngineeringAmerican Society of Mechanical Engineers, 1994 - Arctic regions |
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Page 319
... distribution is to estimate a Gumbel distribution for the largest maximum in each simulation portion ( extreme value distribution ) , and then find the Weibull distribution for individual maxima that will give the same extremes . This ...
... distribution is to estimate a Gumbel distribution for the largest maximum in each simulation portion ( extreme value distribution ) , and then find the Weibull distribution for individual maxima that will give the same extremes . This ...
Page 293
The annual extreme clearance distribution can be obtained from the long - term distribution of clearance using a censored Poisson model with independent winter - storm seastate arrival . For the line - break case , we do not need the ...
The annual extreme clearance distribution can be obtained from the long - term distribution of clearance using a censored Poisson model with independent winter - storm seastate arrival . For the line - break case , we do not need the ...
Page 296
... distribution of the wind speed . Equation 8 describes the weighting operation to obtain the unconditional or the long - term distribution of clearance . The long - term probability distribution represents the non - exceedance ...
... distribution of the wind speed . Equation 8 describes the weighting operation to obtain the unconditional or the long - term distribution of clearance . The long - term probability distribution represents the non - exceedance ...
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