Proceedings of the ... International Conference on Offshore Mechanics and Arctic EngineeringAmerican Society of Mechanical Engineers, 1994 - Arctic regions |
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Page 32
... shown in Figure 4 . From equation ( 13 ) , it may be seen that the probability given by equation ( 14 ) for , say , crest statistics is equal to the ratio of the associated values of ÑDE and ÑIE for a given threshold level . By mul ...
... shown in Figure 4 . From equation ( 13 ) , it may be seen that the probability given by equation ( 14 ) for , say , crest statistics is equal to the ratio of the associated values of ÑDE and ÑIE for a given threshold level . By mul ...
Page 121
... shown in Figure 5 where the maximum range was about 1.6 ± 0.3 . 10 20 30 40 50 T 60 70 80 90 100 Fig . 6 Drag ( solid line ) and lift ( dashed line ) coefficients for an oscillating cylinder at Re = 855 , fc = 0.508 fso , fso = 0.119 ...
... shown in Figure 5 where the maximum range was about 1.6 ± 0.3 . 10 20 30 40 50 T 60 70 80 90 100 Fig . 6 Drag ( solid line ) and lift ( dashed line ) coefficients for an oscillating cylinder at Re = 855 , fc = 0.508 fso , fso = 0.119 ...
Page 182
... shown in Figure 9. A large increase in the dent depth occurs at the ultimate load . The measured results shown in Figure 9 agree well with the analysis results at low applied load . At loads just prior to the ultimate load , the ...
... shown in Figure 9. A large increase in the dent depth occurs at the ultimate load . The measured results shown in Figure 9 agree well with the analysis results at low applied load . At loads just prior to the ultimate load , the ...
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