Proceedings of the ... International Conference on Offshore Mechanics and Arctic EngineeringAmerican Society of Mechanical Engineers, 1994 - Arctic regions |
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Page 14
... Table 1 were studied by using the time domain model . Table 3 shows the transfer func- tions of the discus buoy for four monochromatic wave cases corresponding to the significant wave height and frequency listed in columns 4 and 5 of Table ...
... Table 1 were studied by using the time domain model . Table 3 shows the transfer func- tions of the discus buoy for four monochromatic wave cases corresponding to the significant wave height and frequency listed in columns 4 and 5 of Table ...
Page 120
... Table 1 summarizes our results for these two Reynolds numbers and also lists the results of Lecointe and Piquet ( 1989 ) for the same cases . In Table 1 , S is the Strouhal number for the nonoscillating cylinder . The results for the ...
... Table 1 summarizes our results for these two Reynolds numbers and also lists the results of Lecointe and Piquet ( 1989 ) for the same cases . In Table 1 , S is the Strouhal number for the nonoscillating cylinder . The results for the ...
Page 426
... TABLES Table 1 Table 2 Acceptable Annual Probabilities of Failure for a Large Offshore Project Proposed ALARP Region for a Large Offshore Project Risk Criteria for Each Phase of a Large Offshore Construction Project Table 3 The authors ...
... TABLES Table 1 Table 2 Acceptable Annual Probabilities of Failure for a Large Offshore Project Proposed ALARP Region for a Large Offshore Project Risk Criteria for Each Phase of a Large Offshore Construction Project Table 3 The authors ...
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