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 965
... damage . Extent of damage " Only those columns , underwater hulls and braces on the periphery of the unit shall be assumed to be damaged , and the damage shall be assumed in the exposed portions of the columns , underwater hulls and ...
... damage . Extent of damage " Only those columns , underwater hulls and braces on the periphery of the unit shall be assumed to be damaged , and the damage shall be assumed in the exposed portions of the columns , underwater hulls and ...
Page 1011
... 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 - Spiral ...
... 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 - Spiral ...
Page 1179
... Damage Rate Static Spreading Offset + 1st Order 0.70 0.60 1st + 2nd Order 0.50 0.40 0.30 0.20 0.10 0.00 -40 Figure 2 . -20 0 20 40 60 Distance from MSTDP ( m ) Anchor Vessel Damage Predicted by Different Schemes . All Normalized by the ...
... Damage Rate Static Spreading Offset + 1st Order 0.70 0.60 1st + 2nd Order 0.50 0.40 0.30 0.20 0.10 0.00 -40 Figure 2 . -20 0 20 40 60 Distance from MSTDP ( m ) Anchor Vessel Damage Predicted by Different Schemes . All Normalized by the ...
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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