Proceedings of the ... International Conference on Offshore Mechanics and Arctic EngineeringAmerican Society of Mechanical Engineers, 1994 - Arctic regions |
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Page 145
... static wind in terms of the time- history tower responses and the corresponding estimated statistical maximum tower ... static wind load in Figures 5 and 6 were derived using the random wave record # 1 and the one - minute static wind ...
... static wind in terms of the time- history tower responses and the corresponding estimated statistical maximum tower ... static wind load in Figures 5 and 6 were derived using the random wave record # 1 and the one - minute static wind ...
Page 346
Maximum static top tension ( kN ) 4000.0 3500.0 3000.0 2500.0 2000.0 1500.0 1000.0 500.0 0.0 Survival Load Operational Load A 0 200 400 600 800 1000 1200 1400 1600 1800 2000 2200 Water Depth ( m ) FIG . 16 : MAXIMUM TOP TENSIONS FOR ...
Maximum static top tension ( kN ) 4000.0 3500.0 3000.0 2500.0 2000.0 1500.0 1000.0 500.0 0.0 Survival Load Operational Load A 0 200 400 600 800 1000 1200 1400 1600 1800 2000 2200 Water Depth ( m ) FIG . 16 : MAXIMUM TOP TENSIONS FOR ...
Page 153
... Static Analysis Uncertainty Local ( ESL ) - This random variable captures additional uncertainties in the calculation of local static behavior and the local effects of wave force linearization and the use of the Morison's equation ...
... Static Analysis Uncertainty Local ( ESL ) - This random variable captures additional uncertainties in the calculation of local static behavior and the local effects of wave force linearization and the use of the Morison's equation ...
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