Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volumes 5-6; Volume 8, Parts 5-6American Society of Mechanical Engineers, 1989 - Arctic regions |
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Page 2
“ Murphy's ” Law 1 · During the Launching Process a Storm will Occur “ During the launching process " , which normally takes several days , “ a storm will occur ” . In three out of four launches for the Placid Project , a storm occurred ...
“ Murphy's ” Law 1 · During the Launching Process a Storm will Occur “ During the launching process " , which normally takes several days , “ a storm will occur ” . In three out of four launches for the Placid Project , a storm occurred ...
Page 155
For tests 20 , 15 , 10 and 17 ( signal DET ) virtually no net displacement occurred and the figures given in Table 6 for ... is overpredicted , and the maximum penetration underpredicted , due to the too frequent resets that occur .
For tests 20 , 15 , 10 and 17 ( signal DET ) virtually no net displacement occurred and the figures given in Table 6 for ... is overpredicted , and the maximum penetration underpredicted , due to the too frequent resets that occur .
Page 195
a axes excite VIV are predicted to occur during periods of lesser currents , then the program calculates that the pipe will respond at a reduced amplitude for crossflow VIV ( only ) . The amplitude of response is taken to be function of ...
a axes excite VIV are predicted to occur during periods of lesser currents , then the program calculates that the pipe will respond at a reduced amplitude for crossflow VIV ( only ) . The amplitude of response is taken to be function of ...
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Contents
PIPELINE DESIGN AND OPERATIONS | 1 |
PIPELINE INDUSTRY OUTLOOK 89 | 69 |
PIPELINE FORCES DYNAMICS AND STABILITY I | 95 |
Copyright | |
13 other sections not shown
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Common terms and phrases
analysis applied assumed bending bottom buckling bundle calculated caused coefficient Conference considered construction cost crack dependent depth determined developed diameter direction displacement effect Engineering equation experiments factor failure field Figure flow forces function geometry given heat horizontal hydrogen included increase indicated initial installation internal length lift force limit load lower material maximum measured Mechanics metal method monitoring movement natural obtained occur Offshore operation parameters pass pipe pipeline position possible predicted present pressure problem procedure production range ratio reduced REFERENCES reliability repair Research resistance response scour seabed separator shown shows simulation soil solution span steel strength stress structural surface Table temperature term tion tool velocity vertical vibration wave weight welding zone
Bibliographic information
| Title | Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volumes 5-6; Volume 8, Parts 5-6 |
| Contributor | American Society of Mechanical Engineers. Offshore Mechanics and Arctic Engineering Division |
| Publisher | American Society of Mechanical Engineers, 1989 |
| Original from | the University of Michigan |
| Digitized | 4 Dec 2007 |
| Export Citation | BiBTeX EndNote RefMan |