Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 1, Parts 1-2American Society of Mechanical Engineers, 2004 - Arctic regions |
From inside the book
Results 1-3 of 9
Page 46
... Rayleigh distribution To first order , crest heights 7 follow the Rayleigh distribution , which is given by : P ( nc > n ) = exp - 8 . 2 η H2 m0 Figure 10 shows that the undisturbed crest heights are not well described by the Rayleigh ...
... Rayleigh distribution To first order , crest heights 7 follow the Rayleigh distribution , which is given by : P ( nc > n ) = exp - 8 . 2 η H2 m0 Figure 10 shows that the undisturbed crest heights are not well described by the Rayleigh ...
Page 391
... distribution and the Rayleigh probability distribution are superimposed over the data . The corresponding shape and scale parameters are presented in Table 3. The shape of the distribution depends primarily on the value of the scale ...
... distribution and the Rayleigh probability distribution are superimposed over the data . The corresponding shape and scale parameters are presented in Table 3. The shape of the distribution depends primarily on the value of the scale ...
Page 513
... Rayleigh distribution is compared with the measured load distribution for the mooring lines in this section . 5.1 . Rayleigh Distribution of Line Loads The test number 51452 is shown here as an example for the probability distribution ...
... Rayleigh distribution is compared with the measured load distribution for the mooring lines in this section . 5.1 . Rayleigh Distribution of Line Loads The test number 51452 is shown here as an example for the probability distribution ...
Other editions - View all
Common terms and phrases
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