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 601
... values α Sall , 20 years Damage Damage Life Y ( MPa ) site URS 0.55 1.059 261 1.145 1.880 remaining -9.26 0.6 1.024 ... values in Campos Basin , when obtained by direct long term calculations ( Bardanachvili , 2002 ) . However , since ...
... values α Sall , 20 years Damage Damage Life Y ( MPa ) site URS 0.55 1.059 261 1.145 1.880 remaining -9.26 0.6 1.024 ... values in Campos Basin , when obtained by direct long term calculations ( Bardanachvili , 2002 ) . However , since ...
Page 652
... values . When other values are available based on model test or otherwise , they may be used . Fwind = .00338 ( Σ Awind Cs Ch ) V22 10-3 kips , where Awind is the projected head wind area in square feet , C , is the shape factor ( or ...
... values . When other values are available based on model test or otherwise , they may be used . Fwind = .00338 ( Σ Awind Cs Ch ) V22 10-3 kips , where Awind is the projected head wind area in square feet , C , is the shape factor ( or ...
Page 721
... values ) , the higher the waves are generated . For b / d = 1.0 , in the vicinity of landslide , the wave height changes from approximately 1.0d to d / gT2 value decreases from 0.06 to 0.02 . A similar trend is noted for cases with b ...
... values ) , the higher the waves are generated . For b / d = 1.0 , in the vicinity of landslide , the wave height changes from approximately 1.0d to d / gT2 value decreases from 0.06 to 0.02 . A similar trend is noted for cases with b ...
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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