Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 18, Part 4American Society of Mechanical Engineers, 1999 - Arctic regions |
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Page 11
Hopkins , P , ' New Design Methods for Quantifying and Reducing the Number of Leaks in Onshore and Offshore Transmission Pipelines ' , European Pipeline Leakage Prevention Conference , IChemE , London , May 1997 . 2.
Hopkins , P , ' New Design Methods for Quantifying and Reducing the Number of Leaks in Onshore and Offshore Transmission Pipelines ' , European Pipeline Leakage Prevention Conference , IChemE , London , May 1997 . 2.
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( 1999 ) " Introduction to DNV RP - F101 " Corroded Pipelines " , This conference DNV ( 1996 ) “ DNV Rules for Submarine Pipeline Systems ” Det Norske Veritas 1996 Mørk , K , Collberg , L , Levold , E , Bruschi , R , ( 1999 ) “ Design ...
( 1999 ) " Introduction to DNV RP - F101 " Corroded Pipelines " , This conference DNV ( 1996 ) “ DNV Rules for Submarine Pipeline Systems ” Det Norske Veritas 1996 Mørk , K , Collberg , L , Levold , E , Bruschi , R , ( 1999 ) “ Design ...
Page 216
Kotani , M. , Yasuo ; M. and Kanagawa , T .: “ Hybrid neural networks for acoustic diagnosis ” , Proceedings of 1993 International Joint Conference on Neural Networks , Part 1 ( of 3 ) , Nagoya , Japan , 25 Oct 199329 Oct 1993 . 16.
Kotani , M. , Yasuo ; M. and Kanagawa , T .: “ Hybrid neural networks for acoustic diagnosis ” , Proceedings of 1993 International Joint Conference on Neural Networks , Part 1 ( of 3 ) , Nagoya , Japan , 25 Oct 199329 Oct 1993 . 16.
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Contents
PIPELINE RELIABILITY AND LIMIT STATES DESIGN | 1 |
DESIGN OF PIPELINES AND RISERS | 5 |
OMAE99PIPE5019 | 21 |
Copyright | |
22 other sections not shown
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acceptable allowable analysis applied approach ASME assessment associated assumed axial bending branch buckling calculated capacity Conference considered construction Copyright corrosion cost crack defect defined deformation dent depth described determine developed diameter direction displacement distribution effect element Engineering equation factor failure field Figure force fracture function fuzzy given heat increase initial input inspection installation internal internal pressure joint length limit load material maximum measured Mechanics method modes neural networks obtained occur Offshore operating parameters performed pipe pipeline plastic possible predicted presented pressure probability problem range reduce reliability represent respectively risk safety sand shown shows soil specified specimens standard steel strain strength stress structural surface Table Technology temperature valve wall thickness weld yield