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
Usually these work files are 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 ...
Usually these work files are 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 ...
Page 276
The event margin h ( Z ) is 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 ...
The event margin h ( Z ) is 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 ...
Page 527
However , in the absence of a functioning bottom navigation system , the data could not define precise feature ... It is now known that the defined path requires cable installation within a width of 80 meters at a depth of 1,200 meters ...
However , in the absence of a functioning bottom navigation system , the data could not define precise feature ... It is now known that the defined path requires cable installation within a width of 80 meters at a depth of 1,200 meters ...
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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 unit vane vessel wave weight wire