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 61
... normal use , the near platform zone ( or safety zone ) belongs to location class 2 and the off platform zone ( or midline zone ) belongs to location class 1 . A normal classification of safety classes is given in Table 2. Target failure ...
... normal use , the near platform zone ( or safety zone ) belongs to location class 2 and the off platform zone ( or midline zone ) belongs to location class 1 . A normal classification of safety classes is given in Table 2. Target failure ...
Page 72
... Normal safety class , and • High safety class where failure implies risk to human safety , serious environmental ... normal use , the near platform zone ( or safety zone ) belongs to location class 2 and the off platform zone ( or ...
... Normal safety class , and • High safety class where failure implies risk to human safety , serious environmental ... normal use , the near platform zone ( or safety zone ) belongs to location class 2 and the off platform zone ( or ...
Page 88
... ( Normal ) n = 0.66 ( High ) 1 0.0 0.1 YE 1.3 Yc = 1.07 11.0 0.2 0.3 0.4 YF = 1.1 YE = 1.3 Ye = 1.0 n = 0.84 ( Low ) n = 0.76 ( Normal ) n = 0.66 ( High ) -- 105 10 10 : 3 102 -Sag - bend Stinger - tip As - laid Figure 2 Implied safety ...
... ( Normal ) n = 0.66 ( High ) 1 0.0 0.1 YE 1.3 Yc = 1.07 11.0 0.2 0.3 0.4 YF = 1.1 YE = 1.3 Ye = 1.0 n = 0.84 ( Low ) n = 0.76 ( Normal ) n = 0.66 ( High ) -- 105 10 10 : 3 102 -Sag - bend Stinger - tip As - laid Figure 2 Implied safety ...
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