## 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 157

An adaptation and proactive process is therefore necessary to build a

applicable to the new system . One of the purposes of the Project was therefore

the revision of the current rules , standards and codes applicable to offshore as ...

An adaptation and proactive process is therefore necessary to build a

**reference**applicable to the new system . One of the purposes of the Project was therefore

the revision of the current rules , standards and codes applicable to offshore as ...

Page 178

... total response Zrot ( t ) is then obtained from where Zref denotes some suitable

calculated with high accuracy ( Naess & Johnsen , 1992 ) , and in this paper Zres

has ...

... total response Zrot ( t ) is then obtained from where Zref denotes some suitable

**reference**level , typically the mean response level or similar . fz ( z ) can becalculated with high accuracy ( Naess & Johnsen , 1992 ) , and in this paper Zres

has ...

Page 386

The optimal increment of vessel position is found to be : Optimal Position

Accounting for Riser Angle Criteria For optimal setpoint chasing , where the

vessel moves from one position and heading to another , a

needed for ...

The optimal increment of vessel position is found to be : Optimal Position

Accounting for Riser Angle Criteria For optimal setpoint chasing , where the

vessel moves from one position and heading to another , a

**reference**model isneeded for ...

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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