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 199
... ANALYSIS OF STEEL CATENARY RISERS AT BRAZIL'S DEEP WATERS Claudio Marcio Silva Dantas - COPPE / UFRJ - Email : claudio@lamce.ufri.br Marcos Queija de Siqueiraa - COPPE / UFRJ - Email : queija@lamce.ufri.br Gilberto Bruno Ellwanger ...
... ANALYSIS OF STEEL CATENARY RISERS AT BRAZIL'S DEEP WATERS Claudio Marcio Silva Dantas - COPPE / UFRJ - Email : claudio@lamce.ufri.br Marcos Queija de Siqueiraa - COPPE / UFRJ - Email : queija@lamce.ufri.br Gilberto Bruno Ellwanger ...
Page 200
... analysis are compared to the results of a time domain methodology analysis . The frequency domain methodology was used to determine the structural response of two drilling risers from API [ 2 ] . The frequency and time domain ...
... analysis are compared to the results of a time domain methodology analysis . The frequency domain methodology was used to determine the structural response of two drilling risers from API [ 2 ] . The frequency and time domain ...
Page 204
... analysis . Results from fatigue analysis are presented from Figure 5 to Figure 8B . Figure 5 shows that the analysis procedure in frequency domain is able to identify the critical point of the structure presenting higher fatigue damage ...
... analysis . Results from fatigue analysis are presented from Figure 5 to Figure 8B . Figure 5 shows that the analysis procedure in frequency domain is able to identify the critical point of the structure presenting higher fatigue damage ...
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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