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 241
Because of the strong relationship to the wave kinematics , a is also sensitive to the wave theory chosen . The North West Shelf offshore Australia has numerous minimum structures located ...
Because of the strong relationship to the wave kinematics , a is also sensitive to the wave theory chosen . The North West Shelf offshore Australia has numerous minimum structures located ...
Page 245
In deeper water , where Stream III and Stokes V are recommended by API , Taylor 2nd order predicts very similar results to these theories . However , in shallow water , both NewWave and Taylor 2nd order predict larger loads and a more ...
In deeper water , where Stream III and Stokes V are recommended by API , Taylor 2nd order predicts very similar results to these theories . However , in shallow water , both NewWave and Taylor 2nd order predict larger loads and a more ...
Page 285
The pipeline maintenance theory outlined in this paper gives the state - of - art of the considered problem in Russia and was used to optimize risk of operation of several oil pipelines located in the Far North of West Siberia .
The pipeline maintenance theory outlined in this paper gives the state - of - art of the considered problem in Russia and was used to optimize risk of operation of several oil pipelines located in the Far North of West Siberia .
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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