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 97
... Table 4 Table 4 - Design basis data . Table 5 - Impact calculation results . Simplified method : Steel mass associated energy Added mass associated energy Impact force ( added mass ) Advanced method : Impact energy Impact force ...
... Table 4 Table 4 - Design basis data . Table 5 - Impact calculation results . Simplified method : Steel mass associated energy Added mass associated energy Impact force ( added mass ) Advanced method : Impact energy Impact force ...
Page 111
... Table 1. Location Class definitions are given in Table 2 and the normal Safety Class definitions in Table 3. The Safety Class categorisation in Table 3 applies only if the consequence of failure can be quantified by the three aspects ...
... Table 1. Location Class definitions are given in Table 2 and the normal Safety Class definitions in Table 3. The Safety Class categorisation in Table 3 applies only if the consequence of failure can be quantified by the three aspects ...
Page 114
... Table 7 apply . Pressure Containment General . The hoop stress formula is given by ( Sec.5 B200 ) : where σ = ( P. - P. ) · D - t 2.1 all D is the outside diameter t thickness , depend on the application . The allowable stress criteria ...
... Table 7 apply . Pressure Containment General . The hoop stress formula is given by ( Sec.5 B200 ) : where σ = ( P. - P. ) · D - t 2.1 all D is the outside diameter t thickness , depend on the application . The allowable stress criteria ...
Contents
FREE SPANNING PIPELINEMULTISPAN PROJECTS | 11 |
Design Guideline for Free Spanning Pipelines | 28 |
RELIABILITY DESIGN SUPERB AND DNV96 PROJECTS | 45 |
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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