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 31
... considered separately in the amplitude response model . Damage contributions from both first and second in - line instability region are included while in - line vibrations associated with cross - flow VIV are considered approximately ...
... considered separately in the amplitude response model . Damage contributions from both first and second in - line instability region are included while in - line vibrations associated with cross - flow VIV are considered approximately ...
Page 73
... considered in estimating the risk , obviously we would achieve the desirable safety level by using a certain target level for the " calculated risk " . However , in the structural reliability analysis only " normal " uncertainties in ...
... considered in estimating the risk , obviously we would achieve the desirable safety level by using a certain target level for the " calculated risk " . However , in the structural reliability analysis only " normal " uncertainties in ...
Page 126
... considered a Serviceability Limit State . This is not to be considered further in the present report . In addition , the effects of concrete cover on strain concentrations at field joints needs to be considered ( Verley and Ness , 1995 ) ...
... considered a Serviceability Limit State . This is not to be considered further in the present report . In addition , the effects of concrete cover on strain concentrations at field joints needs to be considered ( Verley and Ness , 1995 ) ...
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