Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volumes 5-6American Society of Mechanical Engineers, 1989 - Arctic regions |
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Page 335
OPH 3.5 ODH 4.0 APH 4.3 + PH 4.5 X DH 4.6 e pH 4.8 • PH 5.2 50 to Simulation test CAR * ( pct ) 30 20 xe 10 f Because of lack of experimental data for Cubearing steel which is not descaled , these data re referred to here for reference ...
OPH 3.5 ODH 4.0 APH 4.3 + PH 4.5 X DH 4.6 e pH 4.8 • PH 5.2 50 to Simulation test CAR * ( pct ) 30 20 xe 10 f Because of lack of experimental data for Cubearing steel which is not descaled , these data re referred to here for reference ...
Page 84
SIMULATION MODEL sponding zero crossing periods of 8.0 e for a significant wave height 8 of 5 m and zero crossing period of 6.0 s . Correspondingly a crane top motion amplitude of 3.6 with zero crossing period of 10.5 s is found for a ...
SIMULATION MODEL sponding zero crossing periods of 8.0 e for a significant wave height 8 of 5 m and zero crossing period of 6.0 s . Correspondingly a crane top motion amplitude of 3.6 with zero crossing period of 10.5 s is found for a ...
Page 143
Moreover , on the basis of simulation tests , the choice of the order model n = 2 appears to be sufficient ... The feasibilities of the STC are first evaluated by digital simulations before to test the controller on real vehicle .
Moreover , on the basis of simulation tests , the choice of the order model n = 2 appears to be sufficient ... The feasibilities of the STC are first evaluated by digital simulations before to test the controller on real vehicle .
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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 force 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 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 |
| Contributor | American Society of Mechanical Engineers. Offshore Mechanics and Arctic Engineering Division |
| Publisher | American Society of Mechanical Engineers, 1989 |
| Export Citation | BiBTeX EndNote RefMan |