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 87
... Model - II yields 17.82 % smaller load than Model - I , Model - III produces 2.19 % smaller load than Model - I and Model - API returns 0.56 % lesser load than Model - I . In the figures and tables F , stands for the total load due to ...
... Model - II yields 17.82 % smaller load than Model - I , Model - III produces 2.19 % smaller load than Model - I and Model - API returns 0.56 % lesser load than Model - I . In the figures and tables F , stands for the total load due to ...
Page 88
... Model - I , the kinematics is computed from the combined wave - current field where the interaction of wave and ... Model - II is 0.70 % [ % = { Model - I - Model- II / Model - I * 100 ] smaller than that obtained by Model - 1 , Model ...
... Model - I , the kinematics is computed from the combined wave - current field where the interaction of wave and ... Model - II is 0.70 % [ % = { Model - I - Model- II / Model - I * 100 ] smaller than that obtained by Model - 1 , Model ...
Page 91
F / Fw 30 30 20 20 10 -10 Model - I Model - II Modci - III Model - API Surface undulation = 0 beyond this point by Model - l Maximum wave height is reached at this point by Model - I -20 -0.3 0 0.3 0.6 0.9 1.2 1.5 U。 Co Figure 4 ...
F / Fw 30 30 20 20 10 -10 Model - I Model - II Modci - III Model - API Surface undulation = 0 beyond this point by Model - l Maximum wave height is reached at this point by Model - I -20 -0.3 0 0.3 0.6 0.9 1.2 1.5 U。 Co Figure 4 ...
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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