Proceedings of the ... International Conference on Offshore Mechanics and Arctic EngineeringAmerican Society of Mechanical Engineers, 1994 - Arctic regions |
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Page 466
... Linear Tafel Linear Tafel Linear Tafel Linear Tafel Linear Tafel Linear 2.190 2.230 0.243 0.236 0.090 0.097 0.163 0.171 Tafel Linear Tafel Linear Tafel Linear Tafel Linear 14 1.830 1.860 0.315 0.321 0.226 0.215 0.286 0.297 0.280 21 ...
... Linear Tafel Linear Tafel Linear Tafel Linear Tafel Linear Tafel Linear 2.190 2.230 0.243 0.236 0.090 0.097 0.163 0.171 Tafel Linear Tafel Linear Tafel Linear Tafel Linear 14 1.830 1.860 0.315 0.321 0.226 0.215 0.286 0.297 0.280 21 ...
Page 135
... Linear. Significant wave height Corresponding wave peak period Wave spectrum Storm duration Hs = 15.8 m Tp = 17.3 sec ... Linear soil - structure interaction , Wheeler stretched wave model and nonlinear drag force . Linear soil ...
... Linear. Significant wave height Corresponding wave peak period Wave spectrum Storm duration Hs = 15.8 m Tp = 17.3 sec ... Linear soil - structure interaction , Wheeler stretched wave model and nonlinear drag force . Linear soil ...
Page 136
... linear and nonlinear wave load models Ratio between nonlinear and linear in earlier studies for response in the global X - direction . The main reason is the greater resonance contribution to the platform response in the that direction ...
... linear and nonlinear wave load models Ratio between nonlinear and linear in earlier studies for response in the global X - direction . The main reason is the greater resonance contribution to the platform response in the that direction ...
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