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 155
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 the end of the test , and for a representative displacement amplitude .
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 the end of the test , and for a representative displacement amplitude .
Page 163
200 a ) Measured Predicted EX ( N / m ) 100 Comparison with regular wave laboratory data show that this is due to the wake effect , which causes the first of two peaks occuring in each half - cycle , reducing too rapidly with increasing ...
200 a ) Measured Predicted EX ( N / m ) 100 Comparison with regular wave laboratory data show that this is due to the wake effect , which causes the first of two peaks occuring in each half - cycle , reducing too rapidly with increasing ...
Page 164
6 shows predicted and measured forces for the three models for part of test 2323 , and Fig . 7 shows predicted versus measured peak forces for this test . For this and other PFMP time series , the WAKE model gives a lower standard ...
6 shows predicted and measured forces for the three models for part of test 2323 , and Fig . 7 shows predicted versus measured peak forces for this test . For this and other PFMP time series , the WAKE model gives a lower standard ...
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Contents
PIPELINE DESIGN AND OPERATIONS | 1 |
PIPELINE INDUSTRY OUTLOOK 89 | 69 |
PIPELINE FORCES DYNAMICS AND STABILITY I | 95 |
Copyright | |
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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 |