Proceedings of the ... International Conference on Offshore Mechanics and Arctic EngineeringAmerican Society of Mechanical Engineers, 1994 - Arctic regions |
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Page 301
... nonlinear dynamic response of an loading tower under the action of random sea waves is carried out by using nonlinear spectral analysis . The study indicates that when the displacement is small , the linearized solution can give ...
... nonlinear dynamic response of an loading tower under the action of random sea waves is carried out by using nonlinear spectral analysis . The study indicates that when the displacement is small , the linearized solution can give ...
Page 92
... nonlinear wave models used in this study are approximate . The results are then only indicative of the trends . A consistent nonlinear stochastic wave model is needed before the effects may be reliably quantified . The results do ...
... nonlinear wave models used in this study are approximate . The results are then only indicative of the trends . A consistent nonlinear stochastic wave model is needed before the effects may be reliably quantified . The results do ...
Page 130
... nonlinear analysis results by only a few percent for both platforms . 0.9990 n 0.9900 0.9000 0.5000 0.1000 8 12 16 20 MIN Force Nonlinear soll model Figure 13 PROBABILITY 0.9990 0.9900- 0.9990 0.9300 0.9000 0.5000 0.1000 0.0 4.4 8.8 ...
... nonlinear analysis results by only a few percent for both platforms . 0.9990 n 0.9900 0.9000 0.5000 0.1000 8 12 16 20 MIN Force Nonlinear soll model Figure 13 PROBABILITY 0.9990 0.9900- 0.9990 0.9300 0.9000 0.5000 0.1000 0.0 4.4 8.8 ...
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