## Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 9, Part 5American Society of Mechanical Engineers, 1990 - Arctic regions |

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Page 130

Design data and

Design data and

**probability**distributions Parameter Mean value St. dev . Distribution Distribution parameters wave H , ( m ) 2.04 0.96 Weibull o = 2.307 y = 2.253 E = 0 ( sec ) Vc ( m / s ) 5.73 0.211 1.76 0.089 Lognormal Weibull o ...Page 132

The corresponding target

The corresponding target

**probability**of exceedance for a reference period of one year = 10-2 which is equivalent to a target probabi= 0.34 . 10-5 for a reference period of 3 hours . A summary of the result for the nominal base case data ...Page 175

A distribution type of the heaving

A distribution type of the heaving

**probability**density is determined by field measurement of heaving parameters of ... Hence , the output ( the distribution function of bending moment ) is normal too / 2 / with a**probability**density : ?### What people are saying - Write a review

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addition analysis applied approach assessment assumed bending calculations caused considered CONTINUE corrosion crack damage deformation depth described diameter direction displacement distribution effect energy Engineering ensemble equations factors failure field Figure flow force fracture function given hole included increase initial installation internal layer length limit load material maximum measured mechanical method mode movement obtained occurred Offshore operation parameters pipe pipeline plastic plate platform position predicted presented pressure probability problem procedure properties radial range ratio reduced relative reliability resistance response safety scaling scour seabed shown shows simulated soil solution span stability steel strain strength stress structure subsea surface Table term thickness toughness tracers tube uncertainty values valve variables wall wave weight weld