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 6
... shows the measuring items and the location of their sensors are shown in Fig . 2. The incident wave height has been measured by the wave probe of capacitance type and the relative wave height at bow has also been measured by the same ...
... shows the measuring items and the location of their sensors are shown in Fig . 2. The incident wave height has been measured by the wave probe of capacitance type and the relative wave height at bow has also been measured by the same ...
Page 8
... shows the towing route in every three hours obtained from GPS . Fig.15 shows the wave statistical anal- ysis during towing . The wave data have been obtained by the ultrasonic wave height meter installed about 2 m off from the side hull ...
... shows the towing route in every three hours obtained from GPS . Fig.15 shows the wave statistical anal- ysis during towing . The wave data have been obtained by the ultrasonic wave height meter installed about 2 m off from the side hull ...
Page 57
... show frequency tables of the offshore wave statistics observed from October to December 1995 . Fig . 5 shows the probability distribution and the cumulative probability of significant wave height . 180 ° Fig . 4 The relation between ...
... show frequency tables of the offshore wave statistics observed from October to December 1995 . Fig . 5 shows the probability distribution and the cumulative probability of significant wave height . 180 ° Fig . 4 The relation between ...
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