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 47
... Simulation 30 - Simulation plus terms only Figure 12. Test 3 undisturbed measurements and second - order simulation . Crest Height / Rayleigh 1 1 2 08 04H 02 Test 4 distribution of undisturbed crestheights Probability of Exceedance 102 ...
... Simulation 30 - Simulation plus terms only Figure 12. Test 3 undisturbed measurements and second - order simulation . Crest Height / Rayleigh 1 1 2 08 04H 02 Test 4 distribution of undisturbed crestheights Probability of Exceedance 102 ...
Page 48
... simulation including them . We now continue the analysis with the structure in place . The focus is on the right rear leg , because this is the location with the highest significant wave height . Due to the interaction of waves with the ...
... simulation including them . We now continue the analysis with the structure in place . The focus is on the right rear leg , because this is the location with the highest significant wave height . Due to the interaction of waves with the ...
Page 245
... simulation of offloading operation considering wave interaction between vessels 1 Dept. of Naval Architecture and ... simulation , the simulator only performs queries depending on the actual heading of the vessel related to waves . The ...
... simulation of offloading operation considering wave interaction between vessels 1 Dept. of Naval Architecture and ... simulation , the simulator only performs queries depending on the actual heading of the vessel related to waves . The ...
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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