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 76
failure probability for the strength of the damaged pipeline for a given accidental event is achieved by dividing the given target probability by the annual frequency of occurrence for the accidental event considered . RECOMMENDED ...
failure probability for the strength of the damaged pipeline for a given accidental event is achieved by dividing the given target probability by the annual frequency of occurrence for the accidental event considered . RECOMMENDED ...
Page 33
... given as follows : Loading Mega - Float Loading Solar Radiation Decomposition Flow out POM Excretion DIP Egestion Photosynthesis Decomp Grazing Respiration Death DOM Zooplankton- Phytoplankton Grazing Flow out Migration Sinking Sinking ...
... given as follows : Loading Mega - Float Loading Solar Radiation Decomposition Flow out POM Excretion DIP Egestion Photosynthesis Decomp Grazing Respiration Death DOM Zooplankton- Phytoplankton Grazing Flow out Migration Sinking Sinking ...
Page 109
... given by ( 7 ) { F } + { Feq } = [ K ] { U } ( 16 ) The relationships between the nodal force amplitude and deflection amplitude are given by Deflection and Internal Forces between Nodes V1 = EI " ( 0 ) V2 = -EI " ( 1 ) M1 = -EI " ( 0 ) ...
... given by ( 7 ) { F } + { Feq } = [ K ] { U } ( 16 ) The relationships between the nodal force amplitude and deflection amplitude are given by Deflection and Internal Forces between Nodes V1 = EI " ( 0 ) V2 = -EI " ( 1 ) M1 = -EI " ( 0 ) ...
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