Proceedings of the ... International Conference on Offshore Mechanics and Arctic EngineeringAmerican Society of Mechanical Engineers, 1994 - Arctic regions |
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Page 31
... approximately 18 m , and in such seas appreciable breaking of the high waves can thus be expected . For case B , averages of the number of crests and troughs , associ- ated with events where the envelope functions exceeded various ...
... approximately 18 m , and in such seas appreciable breaking of the high waves can thus be expected . For case B , averages of the number of crests and troughs , associ- ated with events where the envelope functions exceeded various ...
Page 13
... approximately $ 2,000,000 , and the upper bound is approximately $ 3,000,000,000 . From this discussion , we can see that for a proposed regulatory function P ( C ) and its derivative p ( C ) , the mathematical requirements that p ( C ) ...
... approximately $ 2,000,000 , and the upper bound is approximately $ 3,000,000,000 . From this discussion , we can see that for a proposed regulatory function P ( C ) and its derivative p ( C ) , the mathematical requirements that p ( C ) ...
Page 374
... approximately 0.15 . This means that a deterministic descrip- tion of the structural resistance ( i.e the system capacity SC ) is suitable to quantify the probabil- ity of collapse failure for COV [ SC ] < 0.15 . The design point for SC ...
... approximately 0.15 . This means that a deterministic descrip- tion of the structural resistance ( i.e the system capacity SC ) is suitable to quantify the probabil- ity of collapse failure for COV [ SC ] < 0.15 . The design point for SC ...
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