Proceedings of the ... International Conference on Offshore Mechanics and Arctic EngineeringAmerican Society of Mechanical Engineers, 1994 - Arctic regions |
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Page 143
... speed ) and the oscillatory motion from turbulent wind speed fluctuations . Calculation of the wind induced steady drift force has been well established and can be represented by an equivalent static load using the mean wind speed ...
... speed ) and the oscillatory motion from turbulent wind speed fluctuations . Calculation of the wind induced steady drift force has been well established and can be represented by an equivalent static load using the mean wind speed ...
Page 293
... speed at 10m elevation . A two - parameter Weibull model with shape parameter / and scale parameter k was fitted to the winter - storm hourly wind speed data from 614 deepwater grid points . All together 89,2453 storm seastate ...
... speed at 10m elevation . A two - parameter Weibull model with shape parameter / and scale parameter k was fitted to the winter - storm hourly wind speed data from 614 deepwater grid points . All together 89,2453 storm seastate ...
Page 295
... speed = 35 ft / sec wind speed = 20 ft / sec increasing wind speed FIG . 3 - NON - EXCEEDANCE PROBABILITY OF 1 - HOUR MINIMUM CLEARANCE GIVEN A WIND SPEED ; DV PULL - BACK POSITION GIVEN ; INTACT MOORING CONDITION . Computation of Long ...
... speed = 35 ft / sec wind speed = 20 ft / sec increasing wind speed FIG . 3 - NON - EXCEEDANCE PROBABILITY OF 1 - HOUR MINIMUM CLEARANCE GIVEN A WIND SPEED ; DV PULL - BACK POSITION GIVEN ; INTACT MOORING CONDITION . Computation of Long ...
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 |
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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