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 112
с that constituted 0.01 of the total for the year was applied going from the highest load range to the lowest . This was repeated 100 times when the year's worth of cycles were completed . The size of the pipe used was taken from the ...
с that constituted 0.01 of the total for the year was applied going from the highest load range to the lowest . This was repeated 100 times when the year's worth of cycles were completed . The size of the pipe used was taken from the ...
Page 377
Lower and upper bounds for the amplitudes to be applied are given explicitly or in terms of return periods . Due to the generally different characteristic time scales for the current and sea state conditions , a similar distinction ...
Lower and upper bounds for the amplitudes to be applied are given explicitly or in terms of return periods . Due to the generally different characteristic time scales for the current and sea state conditions , a similar distinction ...
Page 378
The floater motion is applied to the riser top nodes as prescribed timeharmonic displacements . The risers are modelled from the Spar buoy to the seabed , giving a total length slightly above 1000m . As mentioned above , a TTR of 1.8 is ...
The floater motion is applied to the riser top nodes as prescribed timeharmonic displacements . The risers are modelled from the Spar buoy to the seabed , giving a total length slightly above 1000m . As mentioned above , a TTR of 1.8 is ...
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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 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