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
( 1 ) Si where An analytical approach to determine the distribution of local stress in a threaded connection is complex , and although several analyses have been published for tooth load distribution ( 1-4 ) , appear to have been ...
( 1 ) Si where An analytical approach to determine the distribution of local stress in a threaded connection is complex , and although several analyses have been published for tooth load distribution ( 1-4 ) , appear to have been ...
Page 162
XK 20 0 , XK = 0 ( 11 ) PITKld ) = p ( Tk ; tk , OK ) p ( Txkid ) = P ( Txki ? k , OK ) where , is the Hilbert Transform of Tk , when Tk is Gaussian - distributed . The cumulative distribution of tension amplitude is : The estimation of ...
XK 20 0 , XK = 0 ( 11 ) PITKld ) = p ( Tk ; tk , OK ) p ( Txkid ) = P ( Txki ? k , OK ) where , is the Hilbert Transform of Tk , when Tk is Gaussian - distributed . The cumulative distribution of tension amplitude is : The estimation of ...
Page 265
In the absence of current , the response peaks closer to being normally distributed than the case when current is ... Deviation from the normal distribution can be attributed nonlinear drag term of the forcing function in the wave zone ...
In the absence of current , the response peaks closer to being normally distributed than the case when current is ... Deviation from the normal distribution can be attributed nonlinear drag term of the forcing function in the wave zone ...
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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
Bibliographic information
| Title | Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 1; Volume 7, Part 1 |
| Contributor | American Society of Mechanical Engineers. Offshore Mechanics and Arctic Engineering Division |
| Publisher | American Society of Mechanical Engineers, 1988 |
| Original from | the University of Michigan |
| Digitized | 3 Dec 2007 |
| Export Citation | BiBTeX EndNote RefMan |