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 149
amplitude normal to the pipeline , Uc is the steady current normal to the pipeline ,
and is the phase angle of the wave force that maximises wt in Equation 1 . This
traditional static approach is referred to as the Level 1 approach by AGA ( 1993 )
...
amplitude normal to the pipeline , Uc is the steady current normal to the pipeline ,
and is the phase angle of the wave force that maximises wt in Equation 1 . This
traditional static approach is referred to as the Level 1 approach by AGA ( 1993 )
...
Page 155
Figures 7 and 8 show that the pipe on - bottom stability reliability at a particular
location is a function not only of the wave and current climate at that site but also
of the pipeline orientation . Thus , the overall pipeline reliability can be obtained ...
Figures 7 and 8 show that the pipe on - bottom stability reliability at a particular
location is a function not only of the wave and current climate at that site but also
of the pipeline orientation . Thus , the overall pipeline reliability can be obtained ...
Page 291
9 Specific defects along the 0 - 20 km segment of " Ta - Mu " pipeline Conditional
probability of failure ( CPF ) 0 . 04 Ultimate permissible probability of failure
Lamination in the near weld zone NWZ ( 3143 m ) - 2 yrs Segment with
lamination ...
9 Specific defects along the 0 - 20 km segment of " Ta - Mu " pipeline Conditional
probability of failure ( CPF ) 0 . 04 Ultimate permissible probability of failure
Lamination in the near weld zone NWZ ( 3143 m ) - 2 yrs Segment with
lamination ...
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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 |