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 36
... failure mode • Establish the appropriate joint distribution of the physical variables for load and capacity • Estimate statistical uncertainties • Introduce measures of the model uncertainties • Calculate the failure probability ...
... failure mode • Establish the appropriate joint distribution of the physical variables for load and capacity • Estimate statistical uncertainties • Introduce measures of the model uncertainties • Calculate the failure probability ...
Page 74
... failure probabilities in accordance with the consequences of failure , which are presented in Table 3 . These target values are used to calibrate the partial safety factors in the CSA code . DNV ( 1992 ) specifies explicit values of ...
... failure probabilities in accordance with the consequences of failure , which are presented in Table 3 . These target values are used to calibrate the partial safety factors in the CSA code . DNV ( 1992 ) specifies explicit values of ...
Page 224
... failure , as part of this understanding it has been important to characterise and measure the properties of typical ... failure behaviour of corrosion defects ( 3 ) To determine the relationship between the failure pressures and ...
... failure , as part of this understanding it has been important to characterise and measure the properties of typical ... failure behaviour of corrosion defects ( 3 ) To determine the relationship between the failure pressures and ...
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