Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 1; Volume 8, Part 1American Society of Mechanical Engineers, 1989 - Arctic regions |
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Page 160
The actual motion about the columns and pontoons is orbital (although not circular, because of the motion of the platform), and hence the data are not strictty applicable (Chaplin 1984), particularly for the pontoons.
The actual motion about the columns and pontoons is orbital (although not circular, because of the motion of the platform), and hence the data are not strictty applicable (Chaplin 1984), particularly for the pontoons.
Page 242
The removal loads that the platform will be subjected to have been analyzed, and the relevant structural components have been ... In some cases the steel reinforcement in the base of the platforms has been governed by the removal loads.
The removal loads that the platform will be subjected to have been analyzed, and the relevant structural components have been ... In some cases the steel reinforcement in the base of the platforms has been governed by the removal loads.
Page 262
NORTH SEA PLATFORMS: The Southern North Sea shallow water platforms include many minimum facilities platforms with drilling performed from ... In both cases it is a relatively simple operation to remove such platform structures, ...
NORTH SEA PLATFORMS: The Southern North Sea shallow water platforms include many minimum facilities platforms with drilling performed from ... In both cases it is a relatively simple operation to remove such platform structures, ...
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Contents
OFFSHORE OUTLOOK 1989 | 1 |
Trends in U S Offshore Oil and Gas Development | 11 |
OFFSHORE TECHNOLOGY NONDESTRUCTIVE TESTING | 19 |
Copyright | |
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addition allow analysis applied approach assumed calculated columns components concept configuration connection considered corrosion cost crack cutting deck detection direction distribution drilling dynamic effects element Engineering equations equipment estimated evaluation experiments failure fatigue field Figure flow force frequency function given important increase industry inspection installation International jacket limit load marine maximum mean measured Mechanics method mooring motion natural obtained offshore operation parameters performed period pipe pipeline planning platform position possible present pressure probability problem production reduced relative reliability removal response riser safety Seamill shown shows steel stress structure surface surge Table techniques tension tether thickness transfer ultrasonic unit values water depth wave weight