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 8
... phase of the experiments was planned in detail when results from the first phase became available . The results of Phase 1 demonstrated the need for further investigations for establishing the full interrelation between VIV - response ...
... phase of the experiments was planned in detail when results from the first phase became available . The results of Phase 1 demonstrated the need for further investigations for establishing the full interrelation between VIV - response ...
Page 10
... ( Phase 2 ) These tests are not reported in the present paper . Each test series consisted of a number of tests having ... Phase 1 the variation in reduced velocity was obtained varying the flow velocity , whereas in Phase 2 the natural ...
... ( Phase 2 ) These tests are not reported in the present paper . Each test series consisted of a number of tests having ... Phase 1 the variation in reduced velocity was obtained varying the flow velocity , whereas in Phase 2 the natural ...
Page 196
... phase flow VB - 1 equals to VBj . However since the gas volume VG , becomes less than VG- / due to compression , V¡ must be larger than Vaj - 1 in the case of two - phase flow . This model of VB¡ > V Bj - 1 results in Ap ; > Apj - 1 ...
... phase flow VB - 1 equals to VBj . However since the gas volume VG , becomes less than VG- / due to compression , V¡ must be larger than Vaj - 1 in the case of two - phase flow . This model of VB¡ > V Bj - 1 results in Ap ; > Apj - 1 ...
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