Proceedings of the ... International Conference on Offshore Mechanics and Arctic EngineeringAmerican Society of Mechanical Engineers, 1994 - Arctic regions |
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Page 317
... bending moment was chosen for the tensioned riser case as it gives the principle dynamic contribution to the riser stresses . Fig . 2 shows the standard deviation and the expected 3 hour extreme of the bending moment from the frequency ...
... bending moment was chosen for the tensioned riser case as it gives the principle dynamic contribution to the riser stresses . Fig . 2 shows the standard deviation and the expected 3 hour extreme of the bending moment from the frequency ...
Page 318
... bending moment at -5 m . Lines are drawn between corresponding maxima . For this realization , the seven largest maxima were identified from the generated time series . The number of maxima successfully identified in this way will vary ...
... bending moment at -5 m . Lines are drawn between corresponding maxima . For this realization , the seven largest maxima were identified from the generated time series . The number of maxima successfully identified in this way will vary ...
Page 323
... Bending moment at -125 m sim 15 sim Probability Bending moment at -5 m sim 15 sim 0.9999 0.9990 0.9900 0.9000 0.5000 0.1000 6 0 2 Response standard deviations 4 6 2 4 Response standard deviations MAXIMA SAMPLES FROM 15 SIMULATIONS ...
... Bending moment at -125 m sim 15 sim Probability Bending moment at -5 m sim 15 sim 0.9999 0.9990 0.9900 0.9000 0.5000 0.1000 6 0 2 Response standard deviations 4 6 2 4 Response standard deviations MAXIMA SAMPLES FROM 15 SIMULATIONS ...
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