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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Results 1-3 of 88
Page 25
... velocity calculated with the mean flow velocity component normal to the pipe axis , stability parameter equal to 2 nm , ( pD2 ) , = damping ratio , = = effective mass per unit length including added mass , fluid density , = angle ...
... velocity calculated with the mean flow velocity component normal to the pipe axis , stability parameter equal to 2 nm , ( pD2 ) , = damping ratio , = = effective mass per unit length including added mass , fluid density , = angle ...
Page 191
... velocity between oil and water are less than that between liquid and gas , three phase flow , oil , water and gas , is regarded as two phase flow , liquid and gas . So our test was carried out in air - water two phase flow and void ...
... velocity between oil and water are less than that between liquid and gas , three phase flow , oil , water and gas , is regarded as two phase flow , liquid and gas . So our test was carried out in air - water two phase flow and void ...
Page 156
... velocity potentials of incident wave and reflecting wave , respectively . The third term is the velocity potential of the scattering wave caused by the motion of elastic membrane . The velocity potentials P ( x , z.t ) in region III can ...
... velocity potentials of incident wave and reflecting wave , respectively . The third term is the velocity potential of the scattering wave caused by the motion of elastic membrane . The velocity potentials P ( x , z.t ) in region III can ...
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