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 75
... conditions in general and for the SLS condition in particular , may be considered as recommendations only and should not be strictly required as this condition does not impair the structural safety of the pipeline . Implied safety ...
... conditions in general and for the SLS condition in particular , may be considered as recommendations only and should not be strictly required as this condition does not impair the structural safety of the pipeline . Implied safety ...
Page 235
... Condition , Time , etc. ) (. Extemal observations n Internal observations Planning system Visual documentation Pipe tracking system Document storage system Corrosion Pigging data performed during the pre - operational phase in order to ...
... Condition , Time , etc. ) (. Extemal observations n Internal observations Planning system Visual documentation Pipe tracking system Document storage system Corrosion Pigging data performed during the pre - operational phase in order to ...
Page 220
... condition from free surface shape and dynamic condition from Bernoulli's theorem . Kinematic condition of free surface has been left to ap_an ap an = + I a ax ax on SF ( 4 ) from shape of free surface wave . 7 is displacement of free ...
... condition from free surface shape and dynamic condition from Bernoulli's theorem . Kinematic condition of free surface has been left to ap_an ap an = + I a ax ax on SF ( 4 ) from shape of free surface wave . 7 is displacement of free ...
Contents
FREE SPANNING PIPELINEMULTISPAN PROJECTS | 11 |
Design Guideline for Free Spanning Pipelines | 28 |
RELIABILITY DESIGN SUPERB AND DNV96 PROJECTS | 45 |
Copyright | |
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amplitude analysis ASME axial beam bending bending moment bottom boundary calculated characteristics coefficient collapse condition corrosion cross-flow defect deformation density Det Norske Veritas developed diameter displacement dynamic elastic electrodes Engineering equation evaluated experimental fatigue Figure floating airport flow rate fluid force free span function hoop stress horizontal hydrodynamic Hydroelastic impeller in-line VIV incident waves inspection instability region installation interaction Japan large floating structure length limit limit state design linepipe load effects maximum measured Mega-Float meter method mode mooring motion natural frequencies node numerical obtained Offshore parameters phase pipe predicted pressure distribution ratio reduced velocity reliability response safety class safety factors safety levels sand wave seabed simulation Statoil steel strain stress surface Table temperature thickness titanium trawl turbulence two-phase flow uncertainty velocity potential vertical vibration VLFS Vortex Induced Vibrations water depth wave height welding