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 233
... range of 1 % , delivered a resolution of approximately 10 % . For the range of low stresses applied , the spring load factor , SF , was taken to be constant . At the end of each test , the vane rod is detached from the vane , the mirror ...
... range of 1 % , delivered a resolution of approximately 10 % . For the range of low stresses applied , the spring load factor , SF , was taken to be constant . At the end of each test , the vane rod is detached from the vane , the mirror ...
Page 261
... range should be used . = For the practical range of values considered , C2 does not have a significant influence on the T and T , periods . C / C2 . 0.1 seems to be a good compromise point . detailed analysis , a value of about C2 0.8E9 ...
... range should be used . = For the practical range of values considered , C2 does not have a significant influence on the T and T , periods . C / C2 . 0.1 seems to be a good compromise point . detailed analysis , a value of about C2 0.8E9 ...
Page 464
... range versus the draft of the vessel may be calculated for a wide range of charge weights , see Fig . 3 for example . The safe range R is plotted against the draft D for different explosive weights . Of course other failure criteria can ...
... range versus the draft of the vessel may be calculated for a wide range of charge weights , see Fig . 3 for example . The safe range R is plotted against the draft D for different explosive weights . Of course other failure criteria can ...
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