## Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 2American Society of Mechanical Engineers, 2001 - Arctic regions |

### From inside the book

Results 1-3 of 53

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 . o 5 . 29 • - 3 wave ...Page 182

FIGURE 6 : Comparison of probability density function for TLP surge response in

a combination of

11 sec , Vw = 28 m / sec 0 . 08 Exceedance probability 0 . 1 0 . 5 0 . 1 1 - 2 order ...

FIGURE 6 : Comparison of probability density function for TLP surge response in

a combination of

**wind**and waves . Davenport**wind**spectrum . Hg = 10 m . To =11 sec , Vw = 28 m / sec 0 . 08 Exceedance probability 0 . 1 0 . 5 0 . 1 1 - 2 order ...

Page 221

Therefore the wave spectrum generated by the local

Number of Observations - 10 - g - 8 - 7 - 6 - 5 Decay n - 3 - 2 - 1 Figure 2 .

Distribution of the exponent n for the 243 selected cases of windsea decay in the

form ...

Therefore the wave spectrum generated by the local

**wind**is always adjusted .Number of Observations - 10 - g - 8 - 7 - 6 - 5 Decay n - 3 - 2 - 1 Figure 2 .

Distribution of the exponent n for the 243 selected cases of windsea decay in the

form ...

### What people are saying - Write a review

We haven't found any reviews in the usual places.

### Other editions - View all

### Common terms and phrases

acceptable analysis applied approach assessment associated assumed calculated coefficient combined components considered corresponding corrosion cost crack criteria damage defined dependent depth determined developed direction distribution dynamic effect element Engineering environmental equation estimate evaluated event example expressed extreme factor failure fatigue Figure force frequency function fuzzy given important increase initial inspection International limit load loss maintenance maximum mean measured Mechanics method motion normal obtained offshore operational parameters peak performed period pipe pipeline platform possible predicted present probability probability of failure procedure production random range relative reliability represents response return period riser risk safety ship shown shows simulation spectral spectrum statistical storm strength stress structure surface Table theory typical ultimate uncertainties variables wave height wind