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 135
... defined as having a flat structure , that is , a particular work file contains only entities of the same kind which can be grouped together , like the stiffness matrices of all the elements in the structure . Typically these entities ...
... defined as having a flat structure , that is , a particular work file contains only entities of the same kind which can be grouped together , like the stiffness matrices of all the elements in the structure . Typically these entities ...
Page 276
... defined as a function being less than or equal to zero when the observed data exceeds a specified value . The event margin is thus defined corresponding to the definition of a limit state function . h ( Z ) ≤0 , observed data exceeds ...
... defined as a function being less than or equal to zero when the observed data exceeds a specified value . The event margin is thus defined corresponding to the definition of a limit state function . h ( Z ) ≤0 , observed data exceeds ...
Page 527
... defined path requires cable installa- tion within a width of 80 meters at a depth of 1,200 meters on a radius of curvature of 0.64 kilometers . These conditions are the key constraints for at - sea testing . They define , quantitatively ...
... defined path requires cable installa- tion within a width of 80 meters at a depth of 1,200 meters on a radius of curvature of 0.64 kilometers . These conditions are the key constraints for at - sea testing . They define , quantitatively ...
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