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 5
... units at Oppama , Kanagawa prefecture up to 1996. The Ship Research Institute made a full - scale mea- surement during towing of the floating unit from the dockyard to the installation site two times . The unit is box - shaped and its ...
... units at Oppama , Kanagawa prefecture up to 1996. The Ship Research Institute made a full - scale mea- surement during towing of the floating unit from the dockyard to the installation site two times . The unit is box - shaped and its ...
Page 7
... unit wave height is written as follows using the scale ratio a . Mm 3 = χα Ms Hws Hwm ( 2 ) where Hws and Hw mean the wave double amplitude . Figure 7 shows the full - scale wave bending moment at mid- ship against the wave height ...
... unit wave height is written as follows using the scale ratio a . Mm 3 = χα Ms Hws Hwm ( 2 ) where Hws and Hw mean the wave double amplitude . Figure 7 shows the full - scale wave bending moment at mid- ship against the wave height ...
Page 282
... units ( Each unit is 100m in length and 20m in width ) joined by welding on the sea . Titanium clad steel plates which was consisted with 1mm thickness titanium and 4mmm thickness steel plates , were used for titanium lining . Titanium ...
... units ( Each unit is 100m in length and 20m in width ) joined by welding on the sea . Titanium clad steel plates which was consisted with 1mm thickness titanium and 4mmm thickness steel plates , were used for titanium lining . Titanium ...
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