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 32
... limit is imposed to prevent excessive loss of hull girder strength due to corrosion as a vessel ages . Another strength related limit imposed is that no individual value of a strength ẞ factor is to be less than 0.5 . Recently , a new ...
... limit is imposed to prevent excessive loss of hull girder strength due to corrosion as a vessel ages . Another strength related limit imposed is that no individual value of a strength ẞ factor is to be less than 0.5 . Recently , a new ...
Page 239
... limit set out by the Code Case : Pburst 2P design ( 1 ) Once the burst and operating pressure limits were generated , a second analysis was performed to determine an appropriate hydrotest ( autofrettage ) pressure level ( Phydro ) ...
... limit set out by the Code Case : Pburst 2P design ( 1 ) Once the burst and operating pressure limits were generated , a second analysis was performed to determine an appropriate hydrotest ( autofrettage ) pressure level ( Phydro ) ...
Page 509
... limits . For the 61 - ft ( 18.6m ) draft , only the lower 16 lines were present for which the pretensions were ... limit lines . The case of 7 - kt ( 3.6 m / s ) current was repeated ( shown as 7 - kt - R ) . Note that the tensions ...
... limits . For the 61 - ft ( 18.6m ) draft , only the lower 16 lines were present for which the pretensions were ... limit lines . The case of 7 - kt ( 3.6 m / s ) current was repeated ( shown as 7 - kt - R ) . Note that the tensions ...
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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