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 |
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