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 79
Another effect is the global bending in the columns which due to deck load and tether loads effectively is neutralised ... In addition the columns are divided by 3 vertical bulkheads extended from the column bottom up to the mooringflat ...
Another effect is the global bending in the columns which due to deck load and tether loads effectively is neutralised ... In addition the columns are divided by 3 vertical bulkheads extended from the column bottom up to the mooringflat ...
Page 160
Strip theory was used for all slender members ( columns , pontoons , bracings ) to evaluate forces perpendicular to their long axis ; three - dimensional , low frequency approximation was used to find the vertical forces at the bottom ...
Strip theory was used for all slender members ( columns , pontoons , bracings ) to evaluate forces perpendicular to their long axis ; three - dimensional , low frequency approximation was used to find the vertical forces at the bottom ...
Page 160
Strip theory was used for all slender members ( columns , pontoons , bracings ) to evaluate forces perpendicular to their long axis ; three - dimensional , low frequency approximation was used to find the vertical forces at the bottom ...
Strip theory was used for all slender members ( columns , pontoons , bracings ) to evaluate forces perpendicular to their long axis ; three - dimensional , low frequency approximation was used to find the vertical forces at the bottom ...
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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