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 68
Page 191
... damage increases when not considering the second peak . Some fatigue damage results presented are normalized , that is , calculated damage is divided by the correspondent percentage of occurrence , which means that the probability of ...
... damage increases when not considering the second peak . Some fatigue damage results presented are normalized , that is , calculated damage is divided by the correspondent percentage of occurrence , which means that the probability of ...
Page 197
DAMAGE Figure 9 - Normalized damage variation and 2nd peak heave motion variation in buoyancy modules region : with 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 ...
DAMAGE Figure 9 - Normalized damage variation and 2nd peak heave motion variation in buoyancy modules region : with 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 ...
Page 367
... damage was calculated using the constants defined by the S - N curve . The calculated damage is based on the signal corresponding to 300 s . We have 36 events of 300 s between two acceleration measurements , so if we use the average damage ...
... damage was calculated using the constants defined by the S - N curve . The calculated damage is based on the signal corresponding to 300 s . We have 36 events of 300 s between two acceleration measurements , so if we use the average damage ...
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