## 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 76

analysis , the objective is to obtain an

is not substantially lower than that ... platform structural system In the ISO

guidelines , the C , is

in the ...

analysis , the objective is to obtain an

**estimate**of C , and to ensure that this valueis not substantially lower than that ... platform structural system In the ISO

guidelines , the C , is

**estimated**from the global loaddeformation curve generatedin the ...

Page 185

A brief discussion of the implication for the estimation of confidence intervals on

the various

contains two parameters which need to be

...

A brief discussion of the implication for the estimation of confidence intervals on

the various

**estimates**will also be given . that may ... In general , this distributioncontains two parameters which need to be

**estimated**in order to be able to make...

Page 431

Empirical and fitted distribution functions tor West direction . Top : without

correlation . Bottom : with correlation . Table 2 .

and characteristic significant wave height ( in meters ) . Directional correlation is

taken ...

Empirical and fitted distribution functions tor West direction . Top : without

correlation . Bottom : with correlation . Table 2 .

**Estimated**statistical parametersand characteristic significant wave height ( in meters ) . Directional correlation is

taken ...

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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