## 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 105

Therefore , a two - parameter Weibull or a Log - Normal probability distribution can suitably

Therefore , a two - parameter Weibull or a Log - Normal probability distribution can suitably

**represent**this parameter ... of the uncertainty parameters , X , ( for member thicknesses ) and X ,, as , can be**represented**in the same way .Page 107

If the severity of the sea state is

If the severity of the sea state is

**represented**by the significant wave height , H. , then it is calculated from , 2 ( 22 ) where g is the gravitational acceleration , on is the shape parameter obtained from wave data so that it ...Page 319

sle ; ( a , ) ) = { H . ,, Bhilaiha = 1 , ... , n } in V. Given fuzzy set A ' ( which

sle ; ( a , ) ) = { H . ,, Bhilaiha = 1 , ... , n } in V. Given fuzzy set A ' ( which

**represents**the premise x in A ' ) and fuzzy relation A → B in U XV ( which**represents**the IF x is A THEN y is B ) , then a fuzzy set B ' in V ( which ...### 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