Proceedings of the ... International Conference on Offshore Mechanics and Arctic EngineeringAmerican Society of Mechanical Engineers, 1994 - Arctic regions |
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Page 290
In calm water and mild seastates ( when the DV pull - back distance is zero ) , the main risk of contact comes during the transient overshoot motion of the DV due to failure of one of its lines . If the calm - water clearance is fixed ...
In calm water and mild seastates ( when the DV pull - back distance is zero ) , the main risk of contact comes during the transient overshoot motion of the DV due to failure of one of its lines . If the calm - water clearance is fixed ...
Page 293
... From the " most - likely - to - cause failure " values of the random variables that produce the limiting contact event at the target reliability level , compute an equation to calculate the DV pull - back distance from calculated responses ...
... From the " most - likely - to - cause failure " values of the random variables that produce the limiting contact event at the target reliability level , compute an equation to calculate the DV pull - back distance from calculated responses ...
Page 296
For each clearance threshold , the fragility curves are weighted with the hazard curve ... in a randomly chosen seastate in the winter - storm database . The long ... pull - back distance . Annual Extreme K Non - Exceedance Log10 - Prob ...
For each clearance threshold , the fragility curves are weighted with the hazard curve ... in a randomly chosen seastate in the winter - storm database . The long ... pull - back distance . Annual Extreme K Non - Exceedance Log10 - Prob ...
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