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 145
De 22 25 15 2 r 12 22 re 22 15 I - VALUES Ja 15 VALVES 2e ula ? 1122 12.2 wave probo 1 wavo probe 2 15 22 X - VALUES wave probe 4 wavo probo 3 wave probe 5 121 x1a - Ja 35 35 . 23 Ja 30 25 25 23 ze za 20 S. 25 ja 25 1 20 25 25 Je 18 2a ...
De 22 25 15 2 r 12 22 re 22 15 I - VALUES Ja 15 VALVES 2e ula ? 1122 12.2 wave probo 1 wavo probe 2 15 22 X - VALUES wave probe 4 wavo probo 3 wave probe 5 121 x1a - Ja 35 35 . 23 Ja 30 25 25 23 ze za 20 S. 25 ja 25 1 20 25 25 Je 18 2a ...
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2e 3 13 12 S : 2 3 25 10 35 23 5 10 33 30 39 > 25 je 25 25 13 A - VALUES 1 1 je 192 15 20 A - VALUES 20 4 VALUES IS 20 I - VALUES 19 20 1 - VALUES Xia ? X102 wavo prob . 1 wavo probo 2 wavo probe 3 wave probe 4 wavo probe 5 23 25 .
2e 3 13 12 S : 2 3 25 10 35 23 5 10 33 30 39 > 25 je 25 25 13 A - VALUES 1 1 je 192 15 20 A - VALUES 20 4 VALUES IS 20 I - VALUES 19 20 1 - VALUES Xia ? X102 wavo prob . 1 wavo probo 2 wavo probe 3 wave probe 4 wavo probe 5 23 25 .
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... 15 X - VALUES wave probe 7 XIO2 A - VALUES 18 19 20 A - VALUES wave probe 8 wave probe 9 wave probe 10 X101 16 20 2e . 25 2 20 12 IS 15 . 1 15 . c . To .. 18 7 Y.VALUFS T - VALUES T - VALUES 53 TVA . Y - VALUES 1 6 ri W > 25 re IS ...
... 15 X - VALUES wave probe 7 XIO2 A - VALUES 18 19 20 A - VALUES wave probe 8 wave probe 9 wave probe 10 X101 16 20 2e . 25 2 20 12 IS 15 . 1 15 . c . To .. 18 7 Y.VALUFS T - VALUES T - VALUES 53 TVA . Y - VALUES 1 6 ri W > 25 re IS ...
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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