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 72
... safety classes : Low safety class - where failure implies no risk to human safety , negligible damage to the environment and minor economic consequences . • Normal safety class , and • High safety class where failure implies risk to ...
... safety classes : Low safety class - where failure implies no risk to human safety , negligible damage to the environment and minor economic consequences . • Normal safety class , and • High safety class where failure implies risk to ...
Page 71
... safety levels to be applied for limit state design of offshore pipelines . The target safety definition in terms of acceptable failure probabilities forms an essential basis for the design criteria development made in the SUPERB Project ...
... safety levels to be applied for limit state design of offshore pipelines . The target safety definition in terms of acceptable failure probabilities forms an essential basis for the design criteria development made in the SUPERB Project ...
Page 72
... safety classes : • Low safety class - where failure implies no risk to human safety , negligible damage to the environment and minor economic consequences . Normal safety class , and High safety class where failure implies risk to human ...
... safety classes : • Low safety class - where failure implies no risk to human safety , negligible damage to the environment and minor economic consequences . Normal safety class , and High safety class where failure implies risk to human ...
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