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 75
Page 113
... installation at 600 meter water depth to a fixed structure at 200 m water depth . The total length of the pipeline from the subsea structure to the jacket is 20 km routed over uneven seabed areas leading to pipeline spanning . A total ...
... installation at 600 meter water depth to a fixed structure at 200 m water depth . The total length of the pipeline from the subsea structure to the jacket is 20 km routed over uneven seabed areas leading to pipeline spanning . A total ...
Page 116
... Installation . For installation , safety class low apply . Further , corrosion allowance may be utilised and no reduction in yield stress is required . Hence : t = t nom SMYS = 448 MPa Interaction calculation Fatique Fatigue limit state ...
... Installation . For installation , safety class low apply . Further , corrosion allowance may be utilised and no reduction in yield stress is required . Hence : t = t nom SMYS = 448 MPa Interaction calculation Fatique Fatigue limit state ...
Page 5
... installation site two times . The unit is box - shaped and its dimension is 100 m in length , 20 m in breadth , and ... installation site of the floating units has been surrounded by the wave breakers , the de- sign strength has been ...
... installation site two times . The unit is box - shaped and its dimension is 100 m in length , 20 m in breadth , and ... installation site of the floating units has been surrounded by the wave breakers , the de- sign strength has been ...
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