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 327
... values from centrifuge test and FE analyses . The centrifuge result is for spudcan of diameter 3 m and soil strength as shown in Fig . 5. And FE results are for spudcan of diameter 6 m and 12 m with both smooth and rough interface ...
... values from centrifuge test and FE analyses . The centrifuge result is for spudcan of diameter 3 m and soil strength as shown in Fig . 5. And FE results are for spudcan of diameter 6 m and 12 m with both smooth and rough interface ...
Page 350
... values . NUMERICAL SIMULATION The software package VisFlo ( version 2 ) by Det Norske Veritas was employed for numerical simulation of the effect of non - linear compliance on VIV . VisFlo was developed as part of the Joint Industry ...
... values . NUMERICAL SIMULATION The software package VisFlo ( version 2 ) by Det Norske Veritas was employed for numerical simulation of the effect of non - linear compliance on VIV . VisFlo was developed as part of the Joint Industry ...
Page 456
... value of s are not given in ref . [ 1 ] , but s is specified as 0.2 in ref . [ 16 ] and this value is employed herein to establish mean curves to be used in the fatigue comparison . The value of 0.2 is also consistent with values of s ...
... value of s are not given in ref . [ 1 ] , but s is specified as 0.2 in ref . [ 16 ] and this value is employed herein to establish mean curves to be used in the fatigue comparison . The value of 0.2 is also consistent with values of s ...
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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