## 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 235

41 . 0 metres and the central caisson of the platform was chosen to have a ...

**Resistance**Natural variability Modelling uncertainty On R1 0 . 1 0 . 1 Om R2 Total**Resistance**OR 0 . 14 Resultant Onw 1 . 41 The mean water depth was chosen as41 . 0 metres and the central caisson of the platform was chosen to have a ...

Page 277

the fuzzy numbers are called = 0 m - 2 m - 2 ( 12 ) and Gaussian fuzzy numbers .

S = Cv . ( Tena – T . AMT 1 + ( 9 ) The inverse ? - transform then can be written as

In the

the fuzzy numbers are called = 0 m - 2 m - 2 ( 12 ) and Gaussian fuzzy numbers .

S = Cv . ( Tena – T . AMT 1 + ( 9 ) The inverse ? - transform then can be written as

In the

**resistance**function R , the variable parameters Q , and a end ...Page 310

2 deals with basic principles and rules , material properties at elevated

temperatures , calculation of temperature development in members and

calculation of the structural

development in members is ...

2 deals with basic principles and rules , material properties at elevated

temperatures , calculation of temperature development in members and

calculation of the structural

**resistance**. The calculation of temperaturedevelopment in members is ...

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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 growth 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 storm strength stress structure surface Table theory typical uncertainty variables wave height wind