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 81
Page 218
This enhancement is only signi £cant in the region near the spectral peak and at higher frequencies the decay is inversely ... The high frequency scale parameter a ; is not constant as initially proposed by Phillips ( 1958 ) .
This enhancement is only signi £cant in the region near the spectral peak and at higher frequencies the decay is inversely ... The high frequency scale parameter a ; is not constant as initially proposed by Phillips ( 1958 ) .
Page 414
It can also be interesting to consider the marginal spectrum ( marginal distribution ) of a time - frequency representation . Respectively , these marginals in time and frequency domain are derived as : IF was originally introduced in ...
It can also be interesting to consider the marginal spectrum ( marginal distribution ) of a time - frequency representation . Respectively , these marginals in time and frequency domain are derived as : IF was originally introduced in ...
Page 452
The most important part of the energy is concentrated on the high - frequency spectral part , but with a significant contribution from low - frequency components . c ) Sea States with Comparable Influence of Wind - Sea and Swell .
The most important part of the energy is concentrated on the high - frequency spectral part , but with a significant contribution from low - frequency components . c ) Sea States with Comparable Influence of Wind - Sea and Swell .
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 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