Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volumes 1-2American Society of Mechanical Engineers, 1993 - Arctic regions |
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Page 255
... Comparison with SHIPMO at Figure 10 En = = 0.200 Heave Comparison with SHIPMO at Fn = 0.275 Non Dimensional Pitch 1.4 1.2 1.0 0.8 0.6 0.2 0.0 0.0 2.0 X & Fn - 0.200 X Wave Height / Length Ratio - 1/35 Wave Height / Length Ratio - 1/50 ...
... Comparison with SHIPMO at Figure 10 En = = 0.200 Heave Comparison with SHIPMO at Fn = 0.275 Non Dimensional Pitch 1.4 1.2 1.0 0.8 0.6 0.2 0.0 0.0 2.0 X & Fn - 0.200 X Wave Height / Length Ratio - 1/35 Wave Height / Length Ratio - 1/50 ...
Page 465
... Comparison of restoring coefficients between single and two cylinders for different separation distances , submerged ... Comparison of CPU time ( d / a = 2.0 , c / a = 4.0 , Fn = 0.20 , no inclination in head waves ) 0.50 W / O restoring ...
... Comparison of restoring coefficients between single and two cylinders for different separation distances , submerged ... Comparison of CPU time ( d / a = 2.0 , c / a = 4.0 , Fn = 0.20 , no inclination in head waves ) 0.50 W / O restoring ...
Page 466
... Comparison of surge motion amplitudes for different spacings ( d / a = 2.0 , Fn = 0.20 , no tilt in head waves ) x x x 0.50 1.00 c / a = 4.0 x c / a = 6.0 0.50 0.50 1.00 1.50 2.00 ka = w ; a / g Fig 16. Comparison of pitch motion ...
... Comparison of surge motion amplitudes for different spacings ( d / a = 2.0 , Fn = 0.20 , no tilt in head waves ) x x x 0.50 1.00 c / a = 4.0 x c / a = 6.0 0.50 0.50 1.00 1.50 2.00 ka = w ; a / g Fig 16. Comparison of pitch motion ...
Contents
OCEAN WAVES AND ENERGY | 1 |
OFFSHORE MECHANICS AND ARCTIC ENGINEERING | 13 |
The Effect of NonColinear Wave Wind and Current Loading on Dynamic Response of a Tension | 17 |
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acceleration added mass amplitude analysis angle boundary condition calculated cavitation circular cylinder Comparison compliant compliant tower components computed cosh cyclic diffraction direction displacement domain drag coefficient drag force drift force dynamic effects Engineering equation experimental Figure finite element floating body fluid forward speed free surface function Green's function heave horizontal hydrodynamic incident wave interaction irregular waves joint kinematics lift force linear matrix measured method mode mooring line Morison motion nonlinear obtained Ocean Ocean Engineering offshore structures Offshore Technology ASME OMAE oscillating parameters peak pile platform pontoons predicted propagation random waves ratio Rayleigh distribution response second-order ship SHIPMO shown in Fig simulation solution spectral spectrum storm surge tanker Technology ASME 1993 tension leg platform tests theory values velocity potential vortex vortex shedding water depth wave forces wave height wave loading wavemaker wavenumber wind