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 180
seems assumptions about the gap or slack between the pile and the jacket leg , it is feasible to make realistic ... we should certainly include cold regions in our lists . our can are AXIALLY LOADED PILES Some The situation with regard ...
seems assumptions about the gap or slack between the pile and the jacket leg , it is feasible to make realistic ... we should certainly include cold regions in our lists . our can are AXIALLY LOADED PILES Some The situation with regard ...
Page 181
A great deal of worry has been expressed about how groups of piles really perform . ... and Matlock et al ( 1980 ) , but there is no complete or comprehensive approach for all soils and pile group configurations and loading conditions .
A great deal of worry has been expressed about how groups of piles really perform . ... and Matlock et al ( 1980 ) , but there is no complete or comprehensive approach for all soils and pile group configurations and loading conditions .
Page 321
Evenly penetration of the spud - piles can be ensured through properly regulation of ballasting water in each ballast ... then the underwater explosive cutting technique is used for disconnecting spud - pile with the platform at the ...
Evenly penetration of the spud - piles can be ensured through properly regulation of ballasting water in each ballast ... then the underwater explosive cutting technique is used for disconnecting spud - pile with the platform at the ...
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Contents
FLOATING PRODUCTION SYSTEMS | 1 |
OFFSHORE MECHANICS | 23 |
Early Production Systems in the North | 31 |
Copyright | |
34 other sections not shown
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Common terms and phrases
analysis angle applied axial bending cable calculated characteristics coefficient components Conference connected considered construction cost curve damage depth determined diameter direction displacement distribution dynamic effect element energy Engineering equation equipment fatigue field Figure flexible flow forces frequency function geometry given important included increase installation International joint length limit linear load lower mass material matrix maximum mean measured Mechanics method mode mooring motion natural normal obtained Offshore operation parameters performance period pile pipe pipeline platform position presented pressure problem production range ratio response riser shear shown shows significant soil static stiffness strength stress structure surface Table Technology tension tower turbine unit vane vessel 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 |
| Original from | the University of Michigan |
| Digitized | 3 Dec 2007 |
| Export Citation | BiBTeX EndNote RefMan |