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 180
... side ( x = 2500m ) is larger than that on the transmitted side ( x = 0 ) . And the magnitude is locally larger along the all edges compared with that in the central region . Fig.3 shows the longitudinal distribution of the magnitude of ...
... side ( x = 2500m ) is larger than that on the transmitted side ( x = 0 ) . And the magnitude is locally larger along the all edges compared with that in the central region . Fig.3 shows the longitudinal distribution of the magnitude of ...
Page 224
... side 10 25 30 exp method method ? C. Time ( sec ) wave height 0.075m horizontal length 2.0m Fig . 8 time series of ... side chain 1 and lee side chain 3 in case of that wave height 0.05m and horizontal length of chain 2.2m . T3 ( N ) T3 ...
... side 10 25 30 exp method method ? C. Time ( sec ) wave height 0.075m horizontal length 2.0m Fig . 8 time series of ... side chain 1 and lee side chain 3 in case of that wave height 0.05m and horizontal length of chain 2.2m . T3 ( N ) T3 ...
Page 229
... side walls of 20mm freeboard height model are presented in Fig.9 . Positive pressure is shown as inward normal . Positive pressures are on the upstream side of the model and negative on the other side . Principal magnitudes are ...
... side walls of 20mm freeboard height model are presented in Fig.9 . Positive pressure is shown as inward normal . Positive pressures are on the upstream side of the model and negative on the other side . Principal magnitudes are ...
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