Proceedings of the ... International Conference on Offshore Mechanics and Arctic EngineeringAmerican Society of Mechanical Engineers, 1994 - Arctic regions |
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Page 31
... scale factor of 40 , to a full - scale sea with peak spectral period of 15 sec and significant wave height of 5.6 m . Similarly , Cases B and C correspond , with scale factors of 68 and 114 , respectively , to a sea with this same ...
... scale factor of 40 , to a full - scale sea with peak spectral period of 15 sec and significant wave height of 5.6 m . Similarly , Cases B and C correspond , with scale factors of 68 and 114 , respectively , to a sea with this same ...
Page 135
... full " stretching in which the profile of fluid kinematics from bottom to ... scale crest kinematics measurements on the Fulmar platform ; it has been ... large differences in peak wave load and plat- form response predictions using the ...
... full " stretching in which the profile of fluid kinematics from bottom to ... scale crest kinematics measurements on the Fulmar platform ; it has been ... large differences in peak wave load and plat- form response predictions using the ...
Page 254
... Large Circular Stacks in Wind , " NPL Aerodynamics Division , Proceedings Institution Civil Engineers , Vol . 43 , pp ... Full - Scale Piles , " IUTAM - IAHR Symposium on Flow - Induced Structural Vibrations , Edited by Naudascher , E ...
... Large Circular Stacks in Wind , " NPL Aerodynamics Division , Proceedings Institution Civil Engineers , Vol . 43 , pp ... Full - Scale Piles , " IUTAM - IAHR Symposium on Flow - Induced Structural Vibrations , Edited by Naudascher , E ...
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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Common terms and phrases
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