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 639
... Sea conditions at a water depth of 305 m . 28 " Steel oil export riser from a spar platform in Gulf of Mexico at a water depth of 1800 m 6 " Steel catenary riser from a FPSO in West of Africa conditions at a water depth of 500 m These ...
... Sea conditions at a water depth of 305 m . 28 " Steel oil export riser from a spar platform in Gulf of Mexico at a water depth of 1800 m 6 " Steel catenary riser from a FPSO in West of Africa conditions at a water depth of 500 m These ...
Page 689
... Water Depth = 20m percent of differences Base shear ( KN ) 882889820 0 % -1 % -2 % 70 60 -3 % -4 % 50 40 30 -5 % -6 % -7 % -8 % 10 -9 % 0 -10 % H = 1.7 m H = 2.3 m H = 3.6 m H - 6.5 m H = 7.3 m H = 10.2 m T = 5.8 s T = 6.3 s T = 7.2 s T ...
... Water Depth = 20m percent of differences Base shear ( KN ) 882889820 0 % -1 % -2 % 70 60 -3 % -4 % 50 40 30 -5 % -6 % -7 % -8 % 10 -9 % 0 -10 % H = 1.7 m H = 2.3 m H = 3.6 m H - 6.5 m H = 7.3 m H = 10.2 m T = 5.8 s T = 6.3 s T = 7.2 s T ...
Page 712
... sea floor , and with its centre at the fixed bottom end : Rmax = x2 + y ' 2 ( 2 ) Case Offset % of water depth Maximum footprint radius ( m ) Offset variation 0 190 1 262 2 286 3 226 4 142 5 124 Without current 6702466 123 126 110 180 ...
... sea floor , and with its centre at the fixed bottom end : Rmax = x2 + y ' 2 ( 2 ) Case Offset % of water depth Maximum footprint radius ( m ) Offset variation 0 190 1 262 2 286 3 226 4 142 5 124 Without current 6702466 123 126 110 180 ...
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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