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 595
... fatigue assessment is especially important at certain components that will experience cyclic loads above the originally allowed in the design of the VLCC ( ULCC ) . A through fatigue assessment of two FPSOS that are now at the final ...
... fatigue assessment is especially important at certain components that will experience cyclic loads above the originally allowed in the design of the VLCC ( ULCC ) . A through fatigue assessment of two FPSOS that are now at the final ...
Page 872
... fatigue life from 941 years to 733 years . However , both lives are still above the minimum 200 - year requirement for fatigue life even after adding some consideration for the fatigue damage during installation . The actual installation ...
... fatigue life from 941 years to 733 years . However , both lives are still above the minimum 200 - year requirement for fatigue life even after adding some consideration for the fatigue damage during installation . The actual installation ...
Page 1011
... fatigue damage ratios computed from all of the VIM tension time histories are shown in Figures 11 and 12. Fatigue damage for the wire and freespan chain ( i.e. , the chain outside the fairlead ) are shown to be fairly low . Fatigue ...
... fatigue damage ratios computed from all of the VIM tension time histories are shown in Figures 11 and 12. Fatigue damage for the wire and freespan chain ( i.e. , the chain outside the fairlead ) are shown to be fairly low . Fatigue ...
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Common terms and phrases
added mass amplitude analysis angle annulus ASME barge boundary conditions boundary element method British Columbia cable calculated CALM buoy Cantarell field catenary coefficient components computed Conference on Offshore configuration Copyright crane vessel cylinder damping deck developed diameter diffraction direction displacement dynamic effect element equation factor fairlead fatigue damage floating FPSO free surface function heave horizontal hull hydrodynamic iceberg installation interaction jacket joint length limit cycle linear marine maximum Mechanics and Arctic method model tests mooring lines mooring system motion nonlinear numerical obtained Offshore Mechanics offshore structures operation parameters particle Petrobras pile pipe pitch platform potential pressure regular waves response second order semi-submersible shear shear strength ship shown in Figure Spar spectrum Statoil stress surge Table tank tension values velocity velocity potential vertical vessel water depth wave height wave loads wavemaker weight wind Yaw Angle