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
... probability • Quantify acceptance criteria • Evaluate results In the Design Guideline a Load and Resistance Factored Design ( LRFD ) type format in compliance with industry practice is adopted . Following DNV CN 30.6 , the calibration ...
... probability • Quantify acceptance criteria • Evaluate results In the Design Guideline a Load and Resistance Factored Design ( LRFD ) type format in compliance with industry practice is adopted . Following DNV CN 30.6 , the calibration ...
Page 76
... probability applies when human life is at stake , while a lifetime target failure probability is a rational choice if the consequence is mainly economical . This is due to the fact that human safety should be constant and fully ...
... probability applies when human life is at stake , while a lifetime target failure probability is a rational choice if the consequence is mainly economical . This is due to the fact that human safety should be constant and fully ...
Page 277
... Probability distribution of the response during 100 years can be estimated extrapolating the trend evaluated using those wave data . Two kinds of long - term prediction methods are introduced in this study and they are illustrated in ...
... Probability distribution of the response during 100 years can be estimated extrapolating the trend evaluated using those wave data . Two kinds of long - term prediction methods are introduced in this study and they are illustrated in ...
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