Proceedings of the ... International Conference on Offshore Mechanics and Arctic EngineeringAmerican Society of Mechanical Engineers, 1994 - Arctic regions |
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Page 155
... assumed . All joints are assumed to have spectral fatigue lives of 60 years ( i.e. , T ; = 60 ) as calculated using the U.K. Department of Energy " T " S / N curve ( m = 3.0 ) . The statistics of the random variables used in the ...
... assumed . All joints are assumed to have spectral fatigue lives of 60 years ( i.e. , T ; = 60 ) as calculated using the U.K. Department of Energy " T " S / N curve ( m = 3.0 ) . The statistics of the random variables used in the ...
Page 240
... assumed that the fatigue crack growth material properties after grind repair are the same as before grind repair . However the initial crack depth and length after grind repair can , in general , be assumed to be smaller than those assumed ...
... assumed that the fatigue crack growth material properties after grind repair are the same as before grind repair . However the initial crack depth and length after grind repair can , in general , be assumed to be smaller than those assumed ...
Page 373
... assumed that max max max = - the To can be related to the spectral peak period as Tc 0.9 Tp . Assuming that the sea surface , for a short period At , can be modeled by a Gaussian process , the conditional distribution function for the ...
... assumed that max max max = - the To can be related to the spectral peak period as Tc 0.9 Tp . Assuming that the sea surface , for a short period At , can be modeled by a Gaussian process , the conditional distribution function for the ...
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