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 339
... term sea states , response surfaces , and a ( h ,, t , ) B ( h ,,, ) may be fitted to the point estimates . In this case the short term distribution is given by Eq . ( 6 ) and the parameters given by the above mentioned empirical ...
... term sea states , response surfaces , and a ( h ,, t , ) B ( h ,,, ) may be fitted to the point estimates . In this case the short term distribution is given by Eq . ( 6 ) and the parameters given by the above mentioned empirical ...
Page 341
... TERM APPROACH FOR PREDICTING LONG TERM EXTREMES Motivation for adopting environmental contour lines It is seen from the previous chapters that if a full long term analysis is to be carried out , the short term probabilistic structure of ...
... TERM APPROACH FOR PREDICTING LONG TERM EXTREMES Motivation for adopting environmental contour lines It is seen from the previous chapters that if a full long term analysis is to be carried out , the short term probabilistic structure of ...
Page 342
... term variability ) can be neglected , i.e. it agrees with the example discussed above neglecting the short term variability and where the variable is replaced with its median . arg et If û , 0 , the projections of û , and û , will be ...
... term variability ) can be neglected , i.e. it agrees with the example discussed above neglecting the short term variability and where the variable is replaced with its median . arg et If û , 0 , the projections of û , and û , will be ...
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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