## 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 211

... Iw +1 L is the cross - sectional area of ring frame is the mean

... Iw +1 L is the cross - sectional area of ring frame is the mean

**radius**is the**radius**to centroid of stiffener is the stiffener web thickness is the Poisson's ratio is the unsupported length of shell TR ( 4 ) L minimised with respect ...Page 212

The interaction relation is generally expressed in the form of a polynomial : The

The interaction relation is generally expressed in the form of a polynomial : The

**radius**upon thickness ratio- Rt [ 100-500 ) . The stringer spacing upon thickness ratio- s / t ( 25-130 ) . The Batdorf width parameter – Zs ( 4-60 ) .Page 327

... HISTORICAL STORM APPROACH Storm

... HISTORICAL STORM APPROACH Storm

**radius**Information on the storm**radius**, Rmax , ( the**radius**to the maximum wind ... of the cyclones leads us to expect that there may be a relationship between storm**radius**and the value of Umax .### 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