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 124
The above analysis shows that the field hydrostatic test is significantly more
useful than a large number of pipe mill certificates . The purpose of the above
study has been to demonstrate how structural reliability analysis can be used to
update ...
The above analysis shows that the field hydrostatic test is significantly more
useful than a large number of pipe mill certificates . The purpose of the above
study has been to demonstrate how structural reliability analysis can be used to
update ...
Page 132
The shallowest platform shows a higher value , which reflects the increased
proportion of fixed design and fabrication costs for this platform . The cost ,
inclusive of the installation component , does not appear to follow a linear trend ,
however .
The shallowest platform shows a higher value , which reflects the increased
proportion of fixed design and fabrication costs for this platform . The cost ,
inclusive of the installation component , does not appear to follow a linear trend ,
however .
Page 327
Figure 4 also shows the distribution for 13 of the 16 candidate storms for the
historical storm approach ( see section below ) . The remaining 3 of these storms
were weak storms moving from East to West that did not cross the 15°N line .
Figure 4 also shows the distribution for 13 of the 16 candidate storms for the
historical storm approach ( see section below ) . The remaining 3 of these storms
were weak storms moving from East to West that did not cross the 15°N line .
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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