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 547
... direction finder was set up in rather thickly wooded sections . Trees apparently have little distorting effect . The portable direction finder used in these tests was designed and constructed at the Bureau of Standards . It has several ...
... direction finder was set up in rather thickly wooded sections . Trees apparently have little distorting effect . The portable direction finder used in these tests was designed and constructed at the Bureau of Standards . It has several ...
Page 158
... direction of the stage-manager, so often do they become the very centre of the pattern'. With this assertion Craig, having curtailed the power of the dramatist, now draws even the star actors within the disciplinary regime of the ...
... direction of the stage-manager, so often do they become the very centre of the pattern'. With this assertion Craig, having curtailed the power of the dramatist, now draws even the star actors within the disciplinary regime of the ...
Page 149
... direction . This port is a creek , dependent upon the haven of Beau- maris . About 20 vessels are employed in the ... direction . DINAS DINLLE lies from 3 m . , or from that to 3 m . distance from the black buoy in a s . E. direction ...
... direction . This port is a creek , dependent upon the haven of Beau- maris . About 20 vessels are employed in the ... direction . DINAS DINLLE lies from 3 m . , or from that to 3 m . distance from the black buoy in a s . E. direction ...
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