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 24
... in - line VIV and of the reduced velocity at the onset of cross - flow VIV of pipeline free spans subjected to near bottom current . The relevant experimental tests are considered in the establishment of the ... in - line VIV also in the 24.
... in - line VIV and of the reduced velocity at the onset of cross - flow VIV of pipeline free spans subjected to near bottom current . The relevant experimental tests are considered in the establishment of the ... in - line VIV also in the 24.
Page 25
... in - line VIV . The response curves proposed in this paper mainly consider the results of the new experimental findings : MULTISPAN tests integrated with King's and Every's tests . Only the SVS and MASPUS results which showed ...
... in - line VIV . The response curves proposed in this paper mainly consider the results of the new experimental findings : MULTISPAN tests integrated with King's and Every's tests . Only the SVS and MASPUS results which showed ...
Page 26
... VIV The maximum amplitude of in - line VIV has been analysed as a function of the stability parameter for both the first and the second instability regions . The maximum amplitude of in- line VIV was normalised with the pipe outer ...
... VIV The maximum amplitude of in - line VIV has been analysed as a function of the stability parameter for both the first and the second instability regions . The maximum amplitude of in- line VIV was normalised with the pipe outer ...
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