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 53
This might be caused by the fact that the static line tension is higher than mean tension from the test . From Figures 12 and 13 it can also be seen that dynamic strengthening is either negligible for " high pretentions " ...
This might be caused by the fact that the static line tension is higher than mean tension from the test . From Figures 12 and 13 it can also be seen that dynamic strengthening is either negligible for " high pretentions " ...
Page 161
E Am E ked : k ) hoff ; k ) + m = 1 M 3 E Anlek.dk ) hn { f ; k ) ( 7 ) By assuming a particular form for the short - term probability density function of the tension , the problem of determining the tension response is reduced to the ...
E Am E ked : k ) hoff ; k ) + m = 1 M 3 E Anlek.dk ) hn { f ; k ) ( 7 ) By assuming a particular form for the short - term probability density function of the tension , the problem of determining the tension response is reduced to the ...
Page 162
The cumulative distribution of tension amplitude is : The estimation of mooring - line tension design levels requires the construction of the the long - term cumulative distribution of tension , P ( Tk ) . This distribution is obtained ...
The cumulative distribution of tension amplitude is : The estimation of mooring - line tension design levels requires the construction of the the long - term cumulative distribution of tension , P ( Tk ) . This distribution is obtained ...
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Contents
FLOATING PRODUCTION SYSTEMS | 1 |
OFFSHORE MECHANICS | 23 |
Early Production Systems in the North | 31 |
Copyright | |
34 other sections not shown
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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