Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 1; Volume 7, Part 1American Society of Mechanical Engineers, 1988 - Arctic regions |
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Page 138
... stiffener spacing , the member check ratios were taken to the desired level . All members in the chosen ( activated ) user group may be resized to the newly obtained values . Using judicially chosen user groups the procedure was ...
... stiffener spacing , the member check ratios were taken to the desired level . All members in the chosen ( activated ) user group may be resized to the newly obtained values . Using judicially chosen user groups the procedure was ...
Page 151
... stiffeners ; and internally pressurised tubulars . They are outside the scope of this paper . Choices for the Present Study For the present study in 300m water depth , tether options are confined to the following : ( a ) Hutton type ...
... stiffeners ; and internally pressurised tubulars . They are outside the scope of this paper . Choices for the Present Study For the present study in 300m water depth , tether options are confined to the following : ( a ) Hutton type ...
Page 462
... stiffeners and extra are pads at the nodes . ( iv ) Towards the bottom , on some platforms , the legs contain diaphragms across the full section and at the lowrer most part . Each leg has integral water - tight compartments ( bottles ) ...
... stiffeners and extra are pads at the nodes . ( iv ) Towards the bottom , on some platforms , the legs contain diaphragms across the full section and at the lowrer most part . Each leg has integral water - tight compartments ( bottles ) ...
Contents
FLOATING PRODUCTION SYSTEMS | 1 |
OFFSHORE MECHANICS | 23 |
Early Production Systems in the North | 31 |
Copyright | |
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analysis angle applied axial bending cable calculated characteristics coefficient components Conference connected considered construction cost curve damage depth determined diameter direction displacement distribution dynamic effect element energy Engineering equation equipment fatigue field Figure flexible flow forces frequency function geometry given important included increase installation International joint length limit linear load lower mass material matrix maximum mean measured Mechanics method mode mooring motion natural normal obtained Offshore operation parameters performance period pile pipe pipeline platform position presented pressure problem production range ratio response riser shear shown shows significant soil static stiffness strength stress structure surface Table Technology tension tower turbine vane vessel wave weight wire