Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 1, Parts 1-2American Society of Mechanical Engineers, 2004 - Arctic regions |
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Page 46
... height was greatest . The measured spectrum in Figure 8 clearly shows an increase in energy at approximately twice ... height or spectrum , but more in the crest elevation . Rayleigh distribution To first order , crest heights 7 follow ...
... height was greatest . The measured spectrum in Figure 8 clearly shows an increase in energy at approximately twice ... height or spectrum , but more in the crest elevation . Rayleigh distribution To first order , crest heights 7 follow ...
Page 48
... height . Due to the interaction of waves with the structure , the mean water level is raised above Still Water Level ... Height / Rayleigh 6 14 1.2- 08 06 04 02 0 10 ° Test 3 probability distribution of normalised crest heights for R25 ...
... height . Due to the interaction of waves with the structure , the mean water level is raised above Still Water Level ... Height / Rayleigh 6 14 1.2- 08 06 04 02 0 10 ° Test 3 probability distribution of normalised crest heights for R25 ...
Page 58
... height 16.4 m ) subjected to Stokes ' 5th order wave under different wave velocity Displacement ( m ) Displacement ( m ) 0.15 0.1 0.05 -0.05 -0.1 -0.15 Time ( sec ) 50 Wave Height = 16.4 m Wave Height = 8.2 m Wave Height = 6.56 m -Wave ...
... height 16.4 m ) subjected to Stokes ' 5th order wave under different wave velocity Displacement ( m ) Displacement ( m ) 0.15 0.1 0.05 -0.05 -0.1 -0.15 Time ( sec ) 50 Wave Height = 16.4 m Wave Height = 8.2 m Wave Height = 6.56 m -Wave ...
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amplitude analysis ASME axial barge caisson calculated Campos Basin catenary coefficient comparison computed Conference on Offshore configuration Copyright damping deck diameter diffraction displacement draft drag drag coefficient dynamic effect equations Figure finite element flow fluid force FPSO frequency domain heave hot spot stress hull hydrodynamic installation interaction jacket kips linear load load transfer located longitudinal maximum measured Mechanics and Arctic method mode model test Model-I mooring lines mooring system motion nonlinear numerical obtained Offshore Mechanics offshore structures parameters peak performed Petrobras pipe platform polyester predicted pressure ratio Rayleigh distribution response Reynolds number riser Riser Tensioning S-N curve seastates shear shown in Fig simulation soil spectral spectrum spudcan steel stiffness subsea Table transverse upstream cylinder values velocity velocity potential vertical vessel vibration vortex vortex induced vibrations water depth wave height Weibull distribution Y Force