## 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 45

It is argued that better models can be

understanding of the corrosion processes . This immediately shows that marine

corrosion is not a linear function of time as often assumed . Fundamental

corrosion ...

It is argued that better models can be

**developed**only with the aid of a goodunderstanding of the corrosion processes . This immediately shows that marine

corrosion is not a linear function of time as often assumed . Fundamental

corrosion ...

Page 293

Therefore , this work proposes the

identification of uncertainties sources and of the ... In this way , during the 50 and

60 decades , the engineer and researcher Taguchi G.

robust ...

Therefore , this work proposes the

**development**of a methodology foridentification of uncertainties sources and of the ... In this way , during the 50 and

60 decades , the engineer and researcher Taguchi G.

**developed**the concept ofrobust ...

Page 304

( 47 ) forıl " ( z , t ) , exact solutions can be

domain integrals in equations ( 48 ) and ( 49 ) , as functions of the Fourier

coefficients { A. ” – y ( z ) o , V. " } and { B. " + y ( 2 ) 00 , U " } . Similar concepts

can be also ...

( 47 ) forıl " ( z , t ) , exact solutions can be

**developed**for computing the time -domain integrals in equations ( 48 ) and ( 49 ) , as functions of the Fourier

coefficients { A. ” – y ( z ) o , V. " } and { B. " + y ( 2 ) 00 , U " } . Similar concepts

can be also ...

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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