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 191
... Peak 2 . In Figure 5 , for TDP region , the critical joint changes if the second peak is considered or not , so the comparison is not conclusive , but it can be seen that for some conditions damage increases when not considering the second ...
... Peak 2 . In Figure 5 , for TDP region , the critical joint changes if the second peak is considered or not , so the comparison is not conclusive , but it can be seen that for some conditions damage increases when not considering the second ...
Page 195
... Peak 2 x without Peak 2 TDP REGION DAMAGE . WITH PEAK 2XWITHOUT PEAK 2 - SLWR 8,625 - 1290 M -3095- WITH PEAK2 → 3093- WITHOUT PEAK 2 CONDOE_3_M00 CONDOR_C_M05 COND02_W_M05 CONDOLNE MC4 | CONDOC_3_M04 CONDO_W_M04 CONDO_NC_MC4 ...
... Peak 2 x without Peak 2 TDP REGION DAMAGE . WITH PEAK 2XWITHOUT PEAK 2 - SLWR 8,625 - 1290 M -3095- WITH PEAK2 → 3093- WITHOUT PEAK 2 CONDOE_3_M00 CONDOR_C_M05 COND02_W_M05 CONDOLNE MC4 | CONDOC_3_M04 CONDO_W_M04 CONDO_NC_MC4 ...
Page 197
... Peak 2 x without Peak 2 3,00602 NORMALZED DAMAGEN TOP REGION WITH PEAK 2X WITHOUT PEAK 2- SUNR 10 " - 1800 M 10028 N DAMAGE . WITHOUT PEAK 2 10026 N DAMAGE . WITH PEAK 2 2,50602 HEAVE SD ( M ) SURGE SD ( M ) 2,00602 SWAYSD ( M ) 1,50602 ...
... Peak 2 x without Peak 2 3,00602 NORMALZED DAMAGEN TOP REGION WITH PEAK 2X WITHOUT PEAK 2- SUNR 10 " - 1800 M 10028 N DAMAGE . WITHOUT PEAK 2 10026 N DAMAGE . WITH PEAK 2 2,50602 HEAVE SD ( M ) SURGE SD ( M ) 2,00602 SWAYSD ( M ) 1,50602 ...
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2DOF amplitude analysis ASME axial barge caisson calculated Campos Basin catenary coefficient computed Conference on Offshore configuration contour line convergence Copyright curve damping deck density diameter displacement distribution drag coefficient dynamic effects equation excitation experimental extrapolation Figure flow fluid force FPSO free surface frequency domain Guide Load heave hot spot stress hull hydrodynamic installation jacket kips lift coefficient linear load transfer located longitudinal maximum measured Mechanics and Arctic mesh refinement method mode model test moon pool mooring lines mooring system motion noise nonlinear obtained Offshore Mechanics operation parameters peak Petrobras pipe platform polyester polyester rope Predicted pressure random waves ratio response Reynolds number riser roll S-N curve seastates shear soil spectral spudcan steel stiffness structure Table tension transverse upstream cylinder velocity velocity potential vertical vessel vibration vortex water depth wave height Weibull distribution weld