Proceedings of the ... International Conference on Offshore Mechanics and Arctic EngineeringAmerican Society of Mechanical Engineers, 1994 - Arctic regions |
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Page 59
... horizontal forces Fl./F 021 1.14-1.79 0.48-0.71 34-286 FL1 / 10 / F1 / 10 Fus / Fus FL / F composite pipeline 0.24 ... horizontal forces . For the comparison of resultant forces with horizontal forces , the selected number of resultant ...
... horizontal forces Fl./F 021 1.14-1.79 0.48-0.71 34-286 FL1 / 10 / F1 / 10 Fus / Fus FL / F composite pipeline 0.24 ... horizontal forces . For the comparison of resultant forces with horizontal forces , the selected number of resultant ...
Page 84
... horizontal and vertical 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 ...
... horizontal and vertical 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 ...
Page 87
... Horizontal Wave Force , F / pgBA 8.0 Horizontal Wave. h / T - 3.0 d / b 1.2 d / b 1.2 h / T 3.0 1.6 2.0 Figure 6 3.0 No wall 10 20 30 40 Wave Period , T√g / h Effect of Distance to Wall on Horizontal Wave Force Amplitude h / T 1.2 1.8 ...
... Horizontal Wave Force , F / pgBA 8.0 Horizontal Wave. h / T - 3.0 d / b 1.2 d / b 1.2 h / T 3.0 1.6 2.0 Figure 6 3.0 No wall 10 20 30 40 Wave Period , T√g / h Effect of Distance to Wall on Horizontal Wave Force Amplitude h / T 1.2 1.8 ...
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