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 110
38 ) 1 - F ( Y ) 9.2099.5 .10 99 98 ( 28 ) .10 97 95 90 ( R. ) .00+ .00 5 10 15 20 25 30 5 10 15 20 25 DISPLACEMENT Y ( m ) DISPLACEMENT Y ( m ) Figure 3 Probability density and distribution function , W = 5000 N / m , realization ...
38 ) 1 - F ( Y ) 9.2099.5 .10 99 98 ( 28 ) .10 97 95 90 ( R. ) .00+ .00 5 10 15 20 25 30 5 10 15 20 25 DISPLACEMENT Y ( m ) DISPLACEMENT Y ( m ) Figure 3 Probability density and distribution function , W = 5000 N / m , realization ...
Page 154
2.0 1.0 Displacement ( m ) The effects of sand density may be seen by conparing test B1 ( dense ) with A1 ( loose ) , for which the pipe weights were equal ( 2000 N / m ) . Penetration achieved is slightly smaller , and pipe movements ...
2.0 1.0 Displacement ( m ) The effects of sand density may be seen by conparing test B1 ( dense ) with A1 ( loose ) , for which the pipe weights were equal ( 2000 N / m ) . Penetration achieved is slightly smaller , and pipe movements ...
Page 155
is displacement and penetration at this point are given in Table 4 for each test . In Table 6 results are given for the ratios between predicted and measured values of displacement and penetration , at the first predicted reset and at ...
is displacement and penetration at this point are given in Table 4 for each test . In Table 6 results are given for the ratios between predicted and measured values of displacement and penetration , at the first predicted reset and at ...
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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 |