Proceedings of the ... International Conference on Offshore Mechanics and Arctic EngineeringAmerican Society of Mechanical Engineers, 1994 - Arctic regions |
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Page 202
... performed at subcritical Reynolds numbers . This is partly due to the stable , well- defined character of the flow in this region . The tests a easier to perform , and the results are more readily interpreted . Also , especially at ...
... performed at subcritical Reynolds numbers . This is partly due to the stable , well- defined character of the flow in this region . The tests a easier to perform , and the results are more readily interpreted . Also , especially at ...
Page 215
... performed in water are similar to those from tests in air as described previously . The rms lift coefficient from ... performed in a wind tunnel for a stationary cylinder , although a few tests have been performed with oscillating ...
... performed in water are similar to those from tests in air as described previously . The rms lift coefficient from ... performed in a wind tunnel for a stationary cylinder , although a few tests have been performed with oscillating ...
Page 111
... performed . As an example of application , the foundation reliability of a jack - up platform is analyzed . The effect of using different centre points for the importance sampling is investigated . An optimal sampling is determined ...
... performed . As an example of application , the foundation reliability of a jack - up platform is analyzed . The effect of using different centre points for the importance sampling is investigated . An optimal sampling is determined ...
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