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 659
... factor safety of 5 with respect to the mean breaking load ( MBL ) . A lower factor of safety may be acceptable for cases where the lifting plan is well defined , and all fittings and equipment are all in good working condition with ...
... factor safety of 5 with respect to the mean breaking load ( MBL ) . A lower factor of safety may be acceptable for cases where the lifting plan is well defined , and all fittings and equipment are all in good working condition with ...
Page 660
... factors of SBE , STE , SKL , DCL , and TPS . Thus the designer must assess the lifting arrangement with respect to these factors , and then use a minimum factor of safety of 2.25 to determine the acceptable breaking load of the Jaw ...
... factors of SBE , STE , SKL , DCL , and TPS . Thus the designer must assess the lifting arrangement with respect to these factors , and then use a minimum factor of safety of 2.25 to determine the acceptable breaking load of the Jaw ...
Page 1043
... factor for a roughness factor of 0.25 , but tapering is not likely to have an effect for a roughness factor of 0.5 , since the set - up is then governed by thixotropy . Stronger tapering of the skirt tip with a higher angle from the ...
... factor for a roughness factor of 0.25 , but tapering is not likely to have an effect for a roughness factor of 0.5 , since the set - up is then governed by thixotropy . Stronger tapering of the skirt tip with a higher angle from 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