Proceedings of the ... International Conference on Offshore Mechanics and Arctic EngineeringAmerican Society of Mechanical Engineers, 1994 - Arctic regions |
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Page 84
... wave force amplitude for a depth to draft ratio of 1.2 are presented as functions of wave period on Figures 2 and 3 , respectively . The force per unit length of the body has been normalized on the basis of the product of water density ...
... wave force amplitude for a depth to draft ratio of 1.2 are presented as functions of wave period on Figures 2 and 3 , respectively . The force per unit length of the body has been normalized on the basis of the product of water density ...
Page 86
Horizontal Wave Foroo . F / pgBA Horizontal Wave Force , F / pgBA 2.0 1.8 1.0 0.5 0.0 3.8 1.8 1.0 0.6 0.0 100 Vertical Wave Force , FiPgBA 3.0 3.0 2.6 2.0 1.6 1.0 0.0 Figure 3 2.6 100 Vertical Wave Foree , FipsBA 2.0 1.6 1.0 0.6 0.0 100 ...
Horizontal Wave Foroo . F / pgBA Horizontal Wave Force , F / pgBA 2.0 1.8 1.0 0.5 0.0 3.8 1.8 1.0 0.6 0.0 100 Vertical Wave Force , FiPgBA 3.0 3.0 2.6 2.0 1.6 1.0 0.0 Figure 3 2.6 100 Vertical Wave Foree , FipsBA 2.0 1.6 1.0 0.6 0.0 100 ...
Page 87
Horizontal Wave Force , F / pgBA Horizontal Wave Force , FipBA 2.0 1.6 01 1.1 1.6 1.0 1.4 0.0 0.0 0.7 0.6 0.6 0.4 0.3 0.2 0.1 0.0 60 0.6 0.0 1.2 1.0 0.8 Vertical Wave Force , Fipg BA 0.4 08 0.6 4.0 3.6 25 Vertical Wave Force , FlogBA ...
Horizontal Wave Force , F / pgBA Horizontal Wave Force , FipBA 2.0 1.6 01 1.1 1.6 1.0 1.4 0.0 0.0 0.7 0.6 0.6 0.4 0.3 0.2 0.1 0.0 60 0.6 0.0 1.2 1.0 0.8 Vertical Wave Force , Fipg BA 0.4 08 0.6 4.0 3.6 25 Vertical Wave Force , FlogBA ...
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