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 210
... PERIOD ( SEC ) 1.5 BASE WIDTH / BASE CASE WIDTH 0.0 0.5 1.0 FIG.26 SWAY PERIOD ve BASE WIDTH 1.5 20 22 24 26 28 30 32 34 36 38 40 SWAY PERIOD ( SEC ) FIG.2c SWAY PERIOD ve PILE LENGTH ABOVE ML PILE LENGTH / BASE CASE 0.0 0.5 1.0 20 22 ...
... PERIOD ( SEC ) 1.5 BASE WIDTH / BASE CASE WIDTH 0.0 0.5 1.0 FIG.26 SWAY PERIOD ve BASE WIDTH 1.5 20 22 24 26 28 30 32 34 36 38 40 SWAY PERIOD ( SEC ) FIG.2c SWAY PERIOD ve PILE LENGTH ABOVE ML PILE LENGTH / BASE CASE 0.0 0.5 1.0 20 22 ...
Page 211
... PERIOD vs BASE WIDTH , 2600'WD & 1350 ′ WD BASE WIDTH / BASE CASE VALUE 1.5 1.0 0.5 0.0+ NORMALIZED BASE WIDTH , 1350'WD BASE WIDTH , 2600 ' WD 20 22 24 26 28 30 32 34 36 38 40 SWAY PERIOD ( SEC ) 2600 WD MWL BASE CASES 48 WELL 270 ...
... PERIOD vs BASE WIDTH , 2600'WD & 1350 ′ WD BASE WIDTH / BASE CASE VALUE 1.5 1.0 0.5 0.0+ NORMALIZED BASE WIDTH , 1350'WD BASE WIDTH , 2600 ' WD 20 22 24 26 28 30 32 34 36 38 40 SWAY PERIOD ( SEC ) 2600 WD MWL BASE CASES 48 WELL 270 ...
Page 213
... period could be reduced . Such trade - offs would have to consider in - place response as well as impacts on fabrication and installation For example the bow- shaped mode period could be decreased by increasing base width . To ...
... period could be reduced . Such trade - offs would have to consider in - place response as well as impacts on fabrication and installation For example the bow- shaped mode period could be decreased by increasing base width . To ...
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 coefficient 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 probe 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