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 83
Page 242
... compared to the hoop strain results , the measurements between axial strain gages show more scatter . The measured axial strains were compared to predictions based on the axial yield strength of the steel liner . Considering the ...
... compared to the hoop strain results , the measurements between axial strain gages show more scatter . The measured axial strains were compared to predictions based on the axial yield strength of the steel liner . Considering the ...
Page 400
... compared to constant riser diameter case . Figure 12 shows simulated time series of riser in - line and transverse displacements , with an incident wave period of 8 seconds and wave height of 4 meters . Horizontal riser top oscillation ...
... compared to constant riser diameter case . Figure 12 shows simulated time series of riser in - line and transverse displacements , with an incident wave period of 8 seconds and wave height of 4 meters . Horizontal riser top oscillation ...
Page 442
... compared with the corresponding ones of the polyester mooring system . Their time series and spectra of surge motion are compared in Figure 6. As shown in the comparison of static offset curves ( Figure 3 ) , the polyester mooing system ...
... compared with the corresponding ones of the polyester mooring system . Their time series and spectra of surge motion are compared in Figure 6. As shown in the comparison of static offset curves ( Figure 3 ) , the polyester mooing system ...
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