## 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 83

Page 427

In Sørensen & Sterndorff ( 2000 ) stochastic models for the annual maximum

values of the omnidirectional and directional

wave heights , and individual crest heights were presented . The models include

...

In Sørensen & Sterndorff ( 2000 ) stochastic models for the annual maximum

values of the omnidirectional and directional

**significant**wave heights , individualwave heights , and individual crest heights were presented . The models include

...

Page 428

It is assumed that the maximum

into account can modelled by : H = H ; + Z ( 3 ) where Z is a Normally distributed

stochastic variable which is assumed to be independent of HS . Directional

waves ...

It is assumed that the maximum

**significant**wave height H , taking these effectsinto account can modelled by : H = H ; + Z ( 3 ) where Z is a Normally distributed

stochastic variable which is assumed to be independent of HS . Directional

waves ...

Page 431

The data set contains 49 observations of HmaxdHs , where Hoax is the maximum

individual wave height measured during the storm and H , is the peak 3 - hour

...

The data set contains 49 observations of HmaxdHs , where Hoax is the maximum

individual wave height measured during the storm and H , is the peak 3 - hour

**significant**wave height during the storm . The results are given in Table 3 . H'S 50...

### 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 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