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 367
... measured Bottle 1 : 0.084 0.053 0.062 Bottle 2 : 0.130 0.101 0.143 Bottle 3 : 0.174 0.096 0.137 Bottle 4 : 0.166 0.174 0.117 A / D Shear7 The results of displacements using ANFLEX program was compared with the measured displacements ...
... measured Bottle 1 : 0.084 0.053 0.062 Bottle 2 : 0.130 0.101 0.143 Bottle 3 : 0.174 0.096 0.137 Bottle 4 : 0.166 0.174 0.117 A / D Shear7 The results of displacements using ANFLEX program was compared with the measured displacements ...
Page 416
Lower NW Guide Load Measured Predicted Riser Top Tension Lower SE Guide Load Measured Predicted Lower NW Guide Load Measured Predicted Riser Top Tension Measured Predicted Riser Stroke Measured Predicted Measured Predicted Riser Top ...
Lower NW Guide Load Measured Predicted Riser Top Tension Lower SE Guide Load Measured Predicted Lower NW Guide Load Measured Predicted Riser Top Tension Measured Predicted Riser Stroke Measured Predicted Measured Predicted Riser Top ...
Page 486
... measured directly by the load cells are multiplied by a factor 0.2 , while the measured motions ( deg . ) are multiplied by 6. For comparison the predicted maximum line tension by ZenMAS is also shown in the figure . These values are ...
... measured directly by the load cells are multiplied by a factor 0.2 , while the measured motions ( deg . ) are multiplied by 6. For comparison the predicted maximum line tension by ZenMAS is also shown in the figure . These values are ...
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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