## Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 2American Society of Mechanical Engineers, 2001 - Arctic regions |

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Page 126

Figure 3b Probability

Figure 3b Probability

**density**functions for wall thickness Figure 5 Probability of failure due to fatigue crack growth Probability**Density**Functions for Wall Thickness 1.8 Actual Population Population inferred from 20 Samplos Population ...Page 183

FIGURE 7 : Comparison of probability

FIGURE 7 : Comparison of probability

**density**function for TLP surge response in a combination of wind and waves . NPD wind spectrum . H. = 10 m , T , = 11 sec , Vw = 28 m / sec FIGURE 8 : Logarithmic plot of probability**density**...Page 379

1.50_1500E3_150_10 O Probability

1.50_1500E3_150_10 O Probability

**Density**for stress . 1.30_1500E3_150_10 - -200 0.8 400 0.6 Depth ( m ] -600 0.4 -800 0.2 ليلي 2 70 10 20 30 40 50 60 Stress ( MPa ) Figure 6 Probability**density**of impact stress .### What people are saying - Write a review

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acceptable analysis applied approach assessment associated assumed calculated coefficient combined components considered corresponding corrosion cost crack criteria damage dependent depth determined developed directional distribution dynamic effect element Engineering environmental equation estimate evaluated example expressed extreme factor failure fatigue Figure force frequency function fuzzy given important increase initial inspection limit load loss maintenance marine maximum mean measures Mechanics method motion normal observed obtained offshore operations parameters peak performed period pipe pipeline platform possible prediction present probability procedure production random range relative reliability represented response return period riser risk safety ship shown shows significant simulation spectral spectrum statistical steel storm strength stress structure surface Table theory typical uncertainty variables wave height wind