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 91
Page 105
The uncertainty parameter X , is defined between OS X , Soo with a mean value of u ( X , ) = 1 . Therefore , a two - parameter Weibull or a Log - Normal probability distribution can suitably represent this parameter .
The uncertainty parameter X , is defined between OS X , Soo with a mean value of u ( X , ) = 1 . Therefore , a two - parameter Weibull or a Log - Normal probability distribution can suitably represent this parameter .
Page 106
Marine growths increase member diameters in a random fashion as it can be expressed , Db = D + 2 Xhu ( h ) ( 17 ) where D is the original member , u ( h ) is the mean thickness of marine growths and X , is the related uncertainty ...
Marine growths increase member diameters in a random fashion as it can be expressed , Db = D + 2 Xhu ( h ) ( 17 ) where D is the original member , u ( h ) is the mean thickness of marine growths and X , is the related uncertainty ...
Page 116
... PAK 24 to 100 BS 7910 , R > 0.5 da / dN = 1.5x10- AK3.3 3 to 20 Upper Bound of Fig . 17 da / dN = 2.0x10 " AK2.5 20 to 100 Upper Bound of Fig . 17 3.42 T. - ololo ON Yes Case Cyclic da / dN Stress Law History 1 BP I , mean + 20 2 BP ...
... PAK 24 to 100 BS 7910 , R > 0.5 da / dN = 1.5x10- AK3.3 3 to 20 Upper Bound of Fig . 17 da / dN = 2.0x10 " AK2.5 20 to 100 Upper Bound of Fig . 17 3.42 T. - ololo ON Yes Case Cyclic da / dN Stress Law History 1 BP I , mean + 20 2 BP ...
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
Bibliographic information
| Title | Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 2 Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, American Society of Mechanical Engineers. Offshore Mechanics and Arctic Engineering Division |
| Contributor | 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 |
| Export Citation | BiBTeX EndNote RefMan |