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 810
... Allowable KG @ Draft - 205 ft KG AKG KM 0 50 100 150 200 250 Ring Top Position ( ft ) Figure 3-4 : Allowable KG , KM versus KG during Ring Lowering The lowering phase for stability ring starts at a configuration where the top of ring ...
... Allowable KG @ Draft - 205 ft KG AKG KM 0 50 100 150 200 250 Ring Top Position ( ft ) Figure 3-4 : Allowable KG , KM versus KG during Ring Lowering The lowering phase for stability ring starts at a configuration where the top of ring ...
Page 872
... allowable weld flaw sizes that will be subjected to the constant dynamic sway movement imposed on SCRS without propagating to a critical size . The critical size is defined as the one which would lead to unstable crack growth ( fracture ) ...
... allowable weld flaw sizes that will be subjected to the constant dynamic sway movement imposed on SCRS without propagating to a critical size . The critical size is defined as the one which would lead to unstable crack growth ( fracture ) ...
Page 1145
... allowable ) . It is noted that the vessel and the LMRP motions are substantially less than the ones for the 10 - year environment . The only riser allowable limit exceeded is the UFJ angle . 99 % Exceedence Storm The response of the ...
... allowable ) . It is noted that the vessel and the LMRP motions are substantially less than the ones for the 10 - year environment . The only riser allowable limit exceeded is the UFJ angle . 99 % Exceedence Storm The response of 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