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 51
For comparison , the RAOs of a semisubmersible Trilling unit are shown on the figures , which were obtained from the results of the model tests . The semisubmersible drilling unit , called MD - 777 , is 2 - lower hull and 4 - column ...
For comparison , the RAOs of a semisubmersible Trilling unit are shown on the figures , which were obtained from the results of the model tests . The semisubmersible drilling unit , called MD - 777 , is 2 - lower hull and 4 - column ...
Page 575
On basis of the experimental results which obtained under the condition of Ic = 1 , k . of each clay matter are calculated by the least square method and shown in Table 2 . ad Drag on Clay as Because the cutting force by the plate edge ...
On basis of the experimental results which obtained under the condition of Ic = 1 , k . of each clay matter are calculated by the least square method and shown in Table 2 . ad Drag on Clay as Because the cutting force by the plate edge ...
Page 596
In Fig.6 , the distribution of equivalent plastic strain at the ultimate strength state ( 100 % of the ultimate load ) is shown . Each peak of the equivalent plastic strain moves just to the edge of the contact width , indicating that ...
In Fig.6 , the distribution of equivalent plastic strain at the ultimate strength state ( 100 % of the ultimate load ) is shown . Each peak of the equivalent plastic strain moves just to the edge of the contact width , indicating that ...
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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