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 or spectrum , but more in the crest elevation . Rayleigh distribution C To first order , crest heights 7 follow the Rayleigh distribution , which is given by : P ( nc > n ) = exp -8- n2 H2 mo Figure 10 shows that the undisturbed ...
... height or spectrum , but more in the crest elevation . Rayleigh distribution C To first order , crest heights 7 follow the Rayleigh distribution , which is given by : P ( nc > n ) = exp -8- n2 H2 mo Figure 10 shows that the undisturbed ...
Page 48
... height . Due to the interaction of waves with the structure , the mean water level is raised above Still Water Level ... Height / Rayleigh 1.6- 14 12 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 1.6- 14 12 08 06 04 02 0 10 ° Test 3 probability distribution of normalised crest heights for R25 ...
Page 58
... Height 16.4 m Wave Height = 8.2 m Wave Height = 6.56 m → Wave Height = 3.28 m Dynamic response of braced caisson subjected to Stokes ' 5th order wave under different wave height 0.5 0.4 0.3 0.2 Figure 8 Mode shape of vibration for base ...
... Height 16.4 m Wave Height = 8.2 m Wave Height = 6.56 m → Wave Height = 3.28 m Dynamic response of braced caisson subjected to Stokes ' 5th order wave under different wave height 0.5 0.4 0.3 0.2 Figure 8 Mode shape of vibration for base ...
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2DOF amplitude analysis ASME axial barge caisson calculated Campos Basin catenary coefficient computed Conference on Offshore configuration contour line convergence Copyright curve damping deck density diameter displacement distribution drag coefficient dynamic effects equation excitation experimental extrapolation Figure flow fluid force FPSO free surface frequency domain Guide Load heave hot spot stress hull hydrodynamic installation jacket kips lift coefficient linear load transfer located longitudinal maximum measured Mechanics and Arctic mesh refinement method mode model test moon pool mooring lines mooring system motion noise nonlinear obtained Offshore Mechanics operation parameters peak Petrobras pipe platform polyester polyester rope Predicted pressure random waves ratio response Reynolds number riser roll S-N curve seastates shear soil spectral spudcan steel stiffness structure Table tension transverse upstream cylinder velocity velocity potential vertical vessel vibration vortex water depth wave height Weibull distribution weld