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 266
Typical jacket weights may be in the range 12000 to 18000 tonnes for launched jackets while lift installed jackets will be in the ... Three possible methods have been examined for jacket removal ; explosive material type liner material ...
Typical jacket weights may be in the range 12000 to 18000 tonnes for launched jackets while lift installed jackets will be in the ... Three possible methods have been examined for jacket removal ; explosive material type liner material ...
Page 605
The ballast forces are determined for every loadout phase to connensurate with the reaction forces between the jacket and the barge , and eventually keep the barge skidways aligned and leveled with onshore skidways .
The ballast forces are determined for every loadout phase to connensurate with the reaction forces between the jacket and the barge , and eventually keep the barge skidways aligned and leveled with onshore skidways .
Page 606
However , these envelopes are not appropriate for very large jacket such as Harmony . Structural Analysis To ensure that the jacket is safe for the baseline case of ballast plan , the jacket stress analysis is conducted by applying the ...
However , these envelopes are not appropriate for very large jacket such as Harmony . Structural Analysis To ensure that the jacket is safe for the baseline case of ballast plan , the jacket stress analysis is conducted by applying the ...
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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 | |
51 other sections not shown
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Common terms and phrases
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 method mooring motion natural obtained offshore operation parameters performed period pipe pipeline planning platform position possible present pressure probability problem production range 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
Bibliographic information
| Title | Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 1; Volume 8, Part 1 |
| Contributor | American Society of Mechanical Engineers. Offshore Mechanics and Arctic Engineering Division |
| Publisher | American Society of Mechanical Engineers, 1989 |
| Original from | the University of Michigan |
| Digitized | 4 Dec 2007 |
| Export Citation | BiBTeX EndNote RefMan |