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 40
... compared to DNV'81 and provides designs with more uniform ( and acceptable ) reliability levels . • The simple comparison implied that the present format becomes conservative compared to DNV'81 for Ks > 0.5 . This is due to a less ...
... compared to DNV'81 and provides designs with more uniform ( and acceptable ) reliability levels . • The simple comparison implied that the present format becomes conservative compared to DNV'81 for Ks > 0.5 . This is due to a less ...
Page 211
... compared with experimental ones . The results of the deflections of two structures in regular waves are compared each other and the results of semisubmersible are verified with the measured values obtained from model experiments carried ...
... compared with experimental ones . The results of the deflections of two structures in regular waves are compared each other and the results of semisubmersible are verified with the measured values obtained from model experiments carried ...
Page 283
... compared with that of hand welding . The welded beam by this automatic welder was stable compared with the hand welding . Fig . 7 Twin plasma torches of the developed welder The proving experiment showed it easy to repair titanium in ...
... compared with that of hand welding . The welded beam by this automatic welder was stable compared with the hand welding . Fig . 7 Twin plasma torches of the developed welder The proving experiment showed it easy to repair titanium in ...
Contents
FREE SPANNING PIPELINEMULTISPAN PROJECTS | 11 |
RELIABILITY DESIGN SUPERB AND DNV96 PROJECTS | 45 |
Requirements to Linepipe Material and Manufacture | 99 |
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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