## 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 109

5 - Natural mode shapes of the

5 - Natural mode shapes of the

**example**structure The first category involves in structural and environmental sources . All uncertainties in structural transfer functions are considered in the structural source .Page 113

**Examples**of this are shown in Fig . ... Comparisons of variables An**example**of the bar graph format is given in Fig . ... variable in this plot , as it was in all of the bar graph plots studied , which some**examples**are presented here .Page 206

X X Table 2 Statistical Properties of

X X Table 2 Statistical Properties of

**Example**1 Random Variable Distribution Mean Value C.O.V Lognormal 1.0 0.5 X2 Exponential 1.0 0.5 X3 Gamma 1.0 0.5 X4 Min . Type 1 1.0 0.5 Xs Min . Type III 1.0 0.5 X Max . Type I 1.0 0.5 X Max .### 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