## 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 210

605EU / R , the classical buckling stress for a perfect thin

Young ' s modulus , t is the thickness of the ... Hydrostatic Pressure C = length

dependant coefficient Forring - framed

605EU / R , the classical buckling stress for a perfect thin

**cylinder**where E is theYoung ' s modulus , t is the thickness of the ... Hydrostatic Pressure C = length

dependant coefficient Forring - framed

**cylinders**subject to external hydrostatic ...Page 211

Von Sanden and Gunther carried out the first complete analysis for elastic

deformations of perfect uniformly framed

accurate formulae have been derived by Wilson ( 17 ) from which relatively

simple linear ...

Von Sanden and Gunther carried out the first complete analysis for elastic

deformations of perfect uniformly framed

**cylinders**( 16 ] . But slightly moreaccurate formulae have been derived by Wilson ( 17 ) from which relatively

simple linear ...

Page 213

The assumption of unstiffened shell behaviour for modelling stringer stiffened

shell , while it may hold for broad panelled

modelling narrow panelled

...

The assumption of unstiffened shell behaviour for modelling stringer stiffened

shell , while it may hold for broad panelled

**cylinder**, is surely conservative whilemodelling narrow panelled

**cylinder**. This was reflected in large COVs in DNV ' s...

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acceptable analysis applied approach assessment associated assumed calculated coefficient combined components considered corresponding corrosion cost crack criteria damage defined dependent depth determined developed direction distribution dynamic effect element Engineering environmental equation estimate evaluated event example expressed extreme factor failure fatigue Figure force frequency function fuzzy given important increase initial inspection International limit load loss maintenance maximum mean measured Mechanics method motion normal obtained offshore operational parameters peak performed period pipe pipeline platform possible predicted present probability probability of failure procedure production random range relative reliability represents response return period riser risk safety ship shown shows simulation spectral spectrum statistical storm strength stress structure surface Table theory typical ultimate uncertainties variables wave height wind