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 80
DISCUSSION AND CONCLUSION from the damage location has small change in flexibility if only a local damage , rather than global ... Two kinds of experiments have been performed , ie , system with added weight and system with damages .
DISCUSSION AND CONCLUSION from the damage location has small change in flexibility if only a local damage , rather than global ... Two kinds of experiments have been performed , ie , system with added weight and system with damages .
Page 83
The Diagonal Terms in Mass Ratio Matrix for the First Damage Case of 1/14 Scale Offshore Platform Experimental Model with Concrete Foundation ( The Model with Points 3,4,5,6 and 11 ) First Damage ( 1/3 Deep Cut ) 10 8 Second Damage ...
The Diagonal Terms in Mass Ratio Matrix for the First Damage Case of 1/14 Scale Offshore Platform Experimental Model with Concrete Foundation ( The Model with Points 3,4,5,6 and 11 ) First Damage ( 1/3 Deep Cut ) 10 8 Second Damage ...
Page 84
from the damage location has small change in flexibility if only a local damage , rather than global damage , occurs in the secondary stress member . EXPERIMENTAL OFFSHORE PLATFORM TEST RESULTS An 1/14 scale model of an offshore ...
from the damage location has small change in flexibility if only a local damage , rather than global damage , occurs in the secondary stress member . EXPERIMENTAL OFFSHORE PLATFORM TEST RESULTS An 1/14 scale model of an offshore ...
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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 |