## 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 181

Sensitivity of 2. order surge stand . dev . to numb . of wave headings ( cos ( theta ) distribution - waves only ) TABLE 3 : Comparison of low order cumulants for the TLP surge response in unidirectional

Sensitivity of 2. order surge stand . dev . to numb . of wave headings ( cos ( theta ) distribution - waves only ) TABLE 3 : Comparison of low order cumulants for the TLP surge response in unidirectional

**wind**and waves . σι 5.29 ...Page 221

Therefore the wave spectrum generated by the local

Therefore the wave spectrum generated by the local

**wind**is always adjusted . 25 20 Number of Observations 15 10 5 -10 -2 -5 Decayn Figure 2. Distribution of the exponent n for the 243 selected cases of windsea decay in the form Sulaf- " ...Page 224

REFERENCES Chu , J. S. , S. R. Long and O. M. Phillips , Measurements of the Interaction of Wave Groups with Shorter

REFERENCES Chu , J. S. , S. R. Long and O. M. Phillips , Measurements of the Interaction of Wave Groups with Shorter

**Wind**- Generated Waves , Journal of Fluid Mechanics , 245 , 191-210 , 1992 . Dobson , F. , W. Perrie and B. Toulany ...### 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 expected 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