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 736
... Tension ( kN ) 1970 685 Min Effective Tension ( kN ) -439 -160 Max regular TDZ BM ( kN.m ) 580 775 Tie - in Max random TDZ BM ( kN.m ) Max Keel BM ( kN.m ) 807 756 2167 914 3 4 5 678 Sea - Bed Figure 2 Design template A M Table 1 Key ...
... Tension ( kN ) 1970 685 Min Effective Tension ( kN ) -439 -160 Max regular TDZ BM ( kN.m ) 580 775 Tie - in Max random TDZ BM ( kN.m ) Max Keel BM ( kN.m ) 807 756 2167 914 3 4 5 678 Sea - Bed Figure 2 Design template A M Table 1 Key ...
Page 1009
... tension ranges for historic VIM events , fatigue safety factors , and fatigue curves for spiral strand wire and studless chain are presented in this paper . The potentially large tension ranges due to VIM , combined with high default ...
... tension ranges for historic VIM events , fatigue safety factors , and fatigue curves for spiral strand wire and studless chain are presented in this paper . The potentially large tension ranges due to VIM , combined with high default ...
Page 1115
... tension settings of 1800 kips ( 8.01 MN ) for an internal mud weight ( contents density ) of 10 pounds per gallon ( ppg ) ( 1.2 g / cm3 ) and 1975 kips ( 8.79 MN ) for a mud weight of 16 ppg ( 1.9 g / cm3 ) were the most appropriate tension ...
... tension settings of 1800 kips ( 8.01 MN ) for an internal mud weight ( contents density ) of 10 pounds per gallon ( ppg ) ( 1.2 g / cm3 ) and 1975 kips ( 8.79 MN ) for a mud weight of 16 ppg ( 1.9 g / cm3 ) were the most appropriate tension ...
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Common terms and phrases
added mass amplitude analysis angle annulus ASME barge bending moment 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 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 Table tank tension values velocity velocity potential vertical vessel water depth wave height wave loads wavemaker weight wind Yaw Angle