Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 1; Volume 7, Part 1American Society of Mechanical Engineers, 1988 - Arctic regions |
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Page 87
The results of experimental modal analysis and finite element calculation of both platforms indicate that they exhibit not only bending vibrations in the x and y directions but obvious torsional vibrations of lower modes .
The results of experimental modal analysis and finite element calculation of both platforms indicate that they exhibit not only bending vibrations in the x and y directions but obvious torsional vibrations of lower modes .
Page 223
Both cores had a relatively low strength area at 140 cm followed by a high value at 150 cm . Although the weak lens at 72 cm is not as pronounced in the cores , there is a definite indication of lower strength at that approximate depth ...
Both cores had a relatively low strength area at 140 cm followed by a high value at 150 cm . Although the weak lens at 72 cm is not as pronounced in the cores , there is a definite indication of lower strength at that approximate depth ...
Page 339
While the values of drag water depth , and this became the main design criterion coefficient found in test cases in pure for the lower section . those predicted from the Reynolds number at which the The design of the riser forming the ...
While the values of drag water depth , and this became the main design criterion coefficient found in test cases in pure for the lower section . those predicted from the Reynolds number at which the The design of the riser forming the ...
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Contents
OFFSHORE MECHANICS | 23 |
Early Production Systems in the North | 31 |
PIPELINES | 40 |
Copyright | |
38 other sections not shown
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Common terms and phrases
analysis angle applied assumed axial bending cable calculated characteristics clay coefficient components Conference considered core cost curve damage depth determined diameter direction displacement distribution dynamic effect element energy Engineering equation field Figure flow forces frequency function geometry given included increase installation International length limit linear load lower mass material matrix maximum measured Mechanics method mode mooring motion natural normal obtained Offshore operation parameters performance period pile pipe pipeline platform position predicted presented pressure problem production range ratio REFERENCES response riser shear shown shows significant soil static stiffness strength stress structure surface Table Technology tension tower turbine vane vessel void ratio wave weight wire
Bibliographic information
| Title | Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 1; Volume 7, Part 1 |
| Contributor | American Society of Mechanical Engineers. Offshore Mechanics and Arctic Engineering Division |
| Publisher | American Society of Mechanical Engineers, 1988 |
| Export Citation | BiBTeX EndNote RefMan |