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 142
... distribution [ 1-4 ] , none appear to have been published for the distribution of the maximum local stresses that occur near each tooth . The published analyses of tooth load distribution [ 1-4 ] established that the load is not ...
... distribution [ 1-4 ] , none appear to have been published for the distribution of the maximum local stresses that occur near each tooth . The published analyses of tooth load distribution [ 1-4 ] established that the load is not ...
Page 162
is given by the Rayleigh distribution : _2 p ( Xk ; Ok ) = Ok - 2 Xk exp- [ Xk2 / 20k2 ) , Xk 20 = 0 , Xk 20 ( 11 ) where , is the Hilbert Transform of Tk , when Tk is Gaussian - distributed . The cumulative distribution of tension ...
is given by the Rayleigh distribution : _2 p ( Xk ; Ok ) = Ok - 2 Xk exp- [ Xk2 / 20k2 ) , Xk 20 = 0 , Xk 20 ( 11 ) where , is the Hilbert Transform of Tk , when Tk is Gaussian - distributed . The cumulative distribution of tension ...
Page 265
... distributed . 36 PARENT DISTRIBUTION ( NORMAL DISTRIBUTION ) Similar results were obtained for the tower response to random waves only ( Run No. 3 ) . In the absence of current , the response peaks are closer to being normally distributed ...
... distributed . 36 PARENT DISTRIBUTION ( NORMAL DISTRIBUTION ) Similar results were obtained for the tower response to random waves only ( Run No. 3 ) . In the absence of current , the response peaks are closer to being normally distributed ...
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