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 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 ...
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 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 ...
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 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 : ?
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 : ?
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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
Bibliographic information
| Title | Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 9, Part 5 |
| Contributors | OMAE Conference Committee, American Society of Mechanical Engineers. Offshore Mechanics and Arctic Engineering Division, American Society of Mechanical Engineers |
| Publisher | American Society of Mechanical Engineers, 1990 |
| Original from | the University of Michigan |
| Digitized | 4 Dec 2007 |
| Export Citation | BiBTeX EndNote RefMan |