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 79
Page 152
... response becomes unstable were well predicted by simulations . The simulation method was shown to be effective in predicting instability of lateral response . Time series of unstable deflection response case of model - 1 is shown in Fig ...
... response becomes unstable were well predicted by simulations . The simulation method was shown to be effective in predicting instability of lateral response . Time series of unstable deflection response case of model - 1 is shown in Fig ...
Page 168
... response value for each 3 - hr seastate . The cumulative distribution of the maximum system response due to a particular seastate ( Hs , Tz ) and direction can be predicted by recording the maximum responses for a large number ( 1000 ...
... response value for each 3 - hr seastate . The cumulative distribution of the maximum system response due to a particular seastate ( Hs , Tz ) and direction can be predicted by recording the maximum responses for a large number ( 1000 ...
Page 170
... response values are calculated using the traditional approach . As part of this , time domain analyses are carried out to predict the same system responses for 1000 randomly generated 3 - hr seastates from a Pierson - Moskowitz spectrum ...
... response values are calculated using the traditional approach . As part of this , time domain analyses are carried out to predict the same system responses for 1000 randomly generated 3 - hr seastates from a Pierson - Moskowitz spectrum ...
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