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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Proceedings of the 18TH INTERNATIONAL CONFERENCE ON OFFSHORE MECHANICS AND ARCTIC ENGINEERING ( OMAE'99 ) VOLUME IV PIPELINE TECHNOLOGY Presented at THE 18TH INTERNATIONAL CONFERENCE ON OFFSHORE MECHANICS AND ARCTIC ENGINEERING July ...
Proceedings of the 18TH INTERNATIONAL CONFERENCE ON OFFSHORE MECHANICS AND ARCTIC ENGINEERING ( OMAE'99 ) VOLUME IV PIPELINE TECHNOLOGY Presented at THE 18TH INTERNATIONAL CONFERENCE ON OFFSHORE MECHANICS AND ARCTIC ENGINEERING July ...
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Civil Engineering , University of Alberta , Edmonton , AB . TOG 2G7 , 134 pgs . 7. Souza , L.T. , and Murray , D. W. ( 1999 ) . Analysis for Wrinkling Behaviour of Girth - Welded Line Pipe . Approved for publication in the Journal of ...
Civil Engineering , University of Alberta , Edmonton , AB . TOG 2G7 , 134 pgs . 7. Souza , L.T. , and Murray , D. W. ( 1999 ) . Analysis for Wrinkling Behaviour of Girth - Welded Line Pipe . Approved for publication in the Journal of ...
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This section will define the different types of quality aspects that exist in pipeline engineering . These different types include Management Design Engineering Services , Material and Fabrication , Marine Operations and Operation .
This section will define the different types of quality aspects that exist in pipeline engineering . These different types include Management Design Engineering Services , Material and Fabrication , Marine Operations and Operation .
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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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Common terms and phrases
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