Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 16, Parts 5-6American Society of Mechanical Engineers, 1997 - Arctic regions |
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Page 211
... coefficient CM for a pipeline with concrete coating on sea bottom , are to be selected in accordance with the ... coefficient Cx and lift force coefficient Cz CM 3 3,0 2,29 2,0 for rough pipe • with maximum vertical component of linear ...
... coefficient CM for a pipeline with concrete coating on sea bottom , are to be selected in accordance with the ... coefficient Cx and lift force coefficient Cz CM 3 3,0 2,29 2,0 for rough pipe • with maximum vertical component of linear ...
Page 205
... coefficient μ in the wave filter distributes linearly in horizontal direction and imposing Eq . ( 6 ) to Eq . ( 7 ) , the boundary condition on S3 that satisfies the continuity of velocity and pressure can be derived as follow [ k ] ...
... coefficient μ in the wave filter distributes linearly in horizontal direction and imposing Eq . ( 6 ) to Eq . ( 7 ) , the boundary condition on S3 that satisfies the continuity of velocity and pressure can be derived as follow [ k ] ...
Page 219
... coefficient Static restoring force coefficient Wave velocity Radiation damping coefficient Mooring force h Wave height Water depth M Inertia force coefficient Coordinate system Motion response Finite amplitude wave theory parameter ...
... coefficient Static restoring force coefficient Wave velocity Radiation damping coefficient Mooring force h Wave height Water depth M Inertia force coefficient Coordinate system Motion response Finite amplitude wave theory parameter ...
Contents
FREE SPANNING PIPELINEMULTISPAN PROJECTS | 11 |
RELIABILITY DESIGN SUPERB AND DNV96 PROJECTS | 45 |
Requirements to Linepipe Material and Manufacture | 99 |
Copyright | |
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airport amplitude analysis ASME axial beam bending bending moment bottom boundary buckling calculated characteristics clad plate coefficient collapse condition corrosion cross-flow deflection deformation density Det Norske Veritas diameter direction displacement dynamic elastic Engineering equation evaluated experimental failure probability fatigue Figure floating airport flow fluid force free span function hoop stress horizontal hydrodynamic Hydroelastic in-line VIV incident waves instability region installation Japan large floating structure length limit limit state design linepipe load effects maximum measured Mega-Float method mode mooring motion MULTISPAN natural frequencies normal numerical obtained Offshore OMAE parameters pipe pipeline prediction pump reduced velocity reliability requirements response safety class safety factors safety levels seabed shown simulation Statoil steel strain stress surface Table temperature thickness titanium trawl turbulence uncertainty velocity potential vertical vibration VLFS Vortex Induced Vibrations water depth wave height welding yield strength