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 80
Page 100
... predicted relative surge is 0.5 second higher than model test . The reason may be due to the string potentiometer which measures relative heave introduces some lateral stiffness . This was not modeled in numerical prediction . The ...
... predicted relative surge is 0.5 second higher than model test . The reason may be due to the string potentiometer which measures relative heave introduces some lateral stiffness . This was not modeled in numerical prediction . The ...
Page 243
... Predicted ( FEA ) Hoop Strain Response for Test Vessel # 1 ( Data from 3 Strain Gages ) Normalized Axial Expansion ( SalShy ) Figure 17 - Experimental and Predicted ( FEA ) Axial Expansion for Test Vessel # 1 Normalized Pressure ...
... Predicted ( FEA ) Hoop Strain Response for Test Vessel # 1 ( Data from 3 Strain Gages ) Normalized Axial Expansion ( SalShy ) Figure 17 - Experimental and Predicted ( FEA ) Axial Expansion for Test Vessel # 1 Normalized Pressure ...
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 ...
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