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 221
Furthermore we picked up only the periods in which the wind direction remained
stable for at least Eve days to ensure that the wave Łeld attained an equilibrium
stage . The equilibrium of the wind with the steady wave feld was fundamental to
...
Furthermore we picked up only the periods in which the wind direction remained
stable for at least Eve days to ensure that the wave Łeld attained an equilibrium
stage . The equilibrium of the wind with the steady wave feld was fundamental to
...
Page 395
It follows that the condition of all elements in the same direction , an usual
assumption , is not a - priori a safe assumption ... Contrarily , non - correlation of
directions can be assumed , when more detailed information on the relative
direction of ...
It follows that the condition of all elements in the same direction , an usual
assumption , is not a - priori a safe assumption ... Contrarily , non - correlation of
directions can be assumed , when more detailed information on the relative
direction of ...
Page 430
It is seen that West now is the direction with largest significant waves . The
statistical ... 58 In Figure 1 , 2 and 3 empirical and fitted distribution functions are
shown for the omnidirectional and the West and Southwest directions .
Reasonable fits ...
It is seen that West now is the direction with largest significant waves . The
statistical ... 58 In Figure 1 , 2 and 3 empirical and fitted distribution functions are
shown for the omnidirectional and the West and Southwest directions .
Reasonable fits ...
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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 expressed extreme factor failure fatigue Figure force frequency function fuzzy given growth 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 storm strength stress structure surface Table theory typical uncertainty variables wave height wind
Bibliographic information
| Title | Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 2 |
| Contributors | OMAE Conference Committee, American Society of Mechanical Engineers, American Society of Mechanical Engineers. Offshore Mechanics and Arctic Engineering Division |
| Publisher | American Society of Mechanical Engineers, 2001 |
| Original from | the University of Michigan |
| Digitized | 4 Dec 2007 |
| ISBN | 0791835359, 9780791835357 |
| Export Citation | BiBTeX EndNote RefMan |