## 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

These expressions for the knock - down factor are a little more pessimistic than

that resulting from the mathematical solution of an initially imperfect

they are regarded as approximately a 95 % confidence lower bound for knock ...

These expressions for the knock - down factor are a little more pessimistic than

that resulting from the mathematical solution of an initially imperfect

**cylinder**andthey are regarded as approximately a 95 % confidence lower bound for knock ...

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 ...### 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