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 154
The following data were used in the analysis: wave height h = 0.1 2 m, wave period T = 2 s, water depth = 0.6 m, Cd = 0.5, C - 1 .0, r = 0.057 m and cylinder height = 0.8 m. The results presented in the following are the responses at ...
The following data were used in the analysis: wave height h = 0.1 2 m, wave period T = 2 s, water depth = 0.6 m, Cd = 0.5, C - 1 .0, r = 0.057 m and cylinder height = 0.8 m. The results presented in the following are the responses at ...
Page 210
FIG.2a SWAY PERIOD vs PILE CROSS SECTION FIG.2 SWAY PERIOD vo BASE WIDTH FIG.3a BOW PERIOD ve JACKET LEG AREA FIG . BOW PERIOD VI BASE MOTH 15 1.5 15 1.5 1.0 1.0 1.0 1.0 PILE CROSS SECTION / BASE CASE BASE WO THI BASE CASE MDTH LEG ...
FIG.2a SWAY PERIOD vs PILE CROSS SECTION FIG.2 SWAY PERIOD vo BASE WIDTH FIG.3a BOW PERIOD ve JACKET LEG AREA FIG . BOW PERIOD VI BASE MOTH 15 1.5 15 1.5 1.0 1.0 1.0 1.0 PILE CROSS SECTION / BASE CASE BASE WO THI BASE CASE MDTH LEG ...
Page 213
In the latter structure the importance of the bow - shaped bending mode would appear to be considerable -- certainly such that trade - offs could be made between the potential saving in jacket steel if this period could be reduced .
In the latter structure the importance of the bow - shaped bending mode would appear to be considerable -- certainly such that trade - offs could be made between the potential saving in jacket steel if this period could be reduced .
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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 |