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 34
... determined . With the a factors determined for the route and the installation site , SH / FPSO Phase A calculates the remaining fatigue life of the FPSO . In comparison with trading tankers , FPSOS are designed with production ...
... determined . With the a factors determined for the route and the installation site , SH / FPSO Phase A calculates the remaining fatigue life of the FPSO . In comparison with trading tankers , FPSOS are designed with production ...
Page 35
... Determine the extent of renewal by comparing the FPSO renewal values with the actual thickness measurements . The Rule renewal scantlings are the minimum thickness for plate renewal and are determined based on the wastage allowances ...
... Determine the extent of renewal by comparing the FPSO renewal values with the actual thickness measurements . The Rule renewal scantlings are the minimum thickness for plate renewal and are determined based on the wastage allowances ...
Page 238
... determined iteratively using finite element analysis . Shell transition , head thickness and nozzle details are determined once the design of cylindrical section is completed . In the current study , two prototype GTM vessels were ...
... determined iteratively using finite element analysis . Shell transition , head thickness and nozzle details are determined once the design of cylindrical section is completed . In the current study , two prototype GTM vessels were ...
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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