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 77
The rectangular shape should provide flexibility for different equipment layout in the deck . The deck structure was designed as a combination of trusses and plate bulkheads with a double bottom of 2 metres height .
The rectangular shape should provide flexibility for different equipment layout in the deck . The deck structure was designed as a combination of trusses and plate bulkheads with a double bottom of 2 metres height .
Page 78
Deck The next generation of analyses and next step in the design process appear in the conceptual phase . This phase may vary in duration and detailing level . Most frequently , however , beam element type models ( stick models or ...
Deck The next generation of analyses and next step in the design process appear in the conceptual phase . This phase may vary in duration and detailing level . Most frequently , however , beam element type models ( stick models or ...
Page 79
The cellar deck and the upper deck are integrated with the main frame to provide global strength . The intermediate decks are simply supported preassembles . The cellar deck is constructed with a double bottom .
The cellar deck and the upper deck are integrated with the main frame to provide global strength . The intermediate decks are simply supported preassembles . The cellar deck is constructed with a double bottom .
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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
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 |
| Export Citation | BiBTeX EndNote RefMan |