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 83
... load and resistance characteristics of tether element which is designed in accordance with the partial coefficient design method requirements . Probabilistic analysis of both maximum and minimum tension limit states are performed .
... load and resistance characteristics of tether element which is designed in accordance with the partial coefficient design method requirements . Probabilistic analysis of both maximum and minimum tension limit states are performed .
Page 212
Figure 8 depicts the response at the time of maximum DBS for the 1350 ft ( 410 m ) WD : components of the shear diagram have been normalized by the maximum DBS magnitude , and the elevation has been normalized by the appropriate water ...
Figure 8 depicts the response at the time of maximum DBS for the 1350 ft ( 410 m ) WD : components of the shear diagram have been normalized by the maximum DBS magnitude , and the elevation has been normalized by the appropriate water ...
Page 237
were Cutting ability in various cutting positions Figure 9 shows the relationship between maximum cut thickness Tm and cutting speed . These were the results in the flat position . The greater diameter of the hole of the cutting tip ...
were Cutting ability in various cutting positions Figure 9 shows the relationship between maximum cut thickness Tm and cutting speed . These were the results in the flat position . The greater diameter of the hole of the cutting tip ...
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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 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