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
STRESS ANALYSIS K. = 0 ; S ; ( 1 ) 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 ) ...
STRESS ANALYSIS K. = 0 ; S ; ( 1 ) 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 ) ...
Page 162
is given by the Rayleigh distribution : as a conditional probability densities , i.e. , tension conditioned on the environment , d : p ( Xx ... k , ok ) where , he is the Hilbert Transform of Tk , when Tk is Gaussian - distributed .
is given by the Rayleigh distribution : as a conditional probability densities , i.e. , tension conditioned on the environment , d : p ( Xx ... k , ok ) where , he is the Hilbert Transform of Tk , when Tk is Gaussian - distributed .
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 to the nonlinear drag term of the forcing function in the As ...
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 to the nonlinear drag term of the forcing function in the As ...
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Contents
OFFSHORE MECHANICS | 23 |
Early Production Systems in the North | 31 |
PIPELINES | 40 |
Copyright | |
38 other sections not shown
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analysis angle applied assumed axial bending cable calculated characteristics clay coefficient components Conference considered core cost curve damage depth determined diameter direction displacement distribution dynamic effect element energy Engineering equation field Figure flow forces frequency function geometry given included increase installation International length limit linear load lower mass material matrix maximum measured Mechanics method mode mooring motion natural normal obtained Offshore operation parameters performance period pile pipe pipeline platform position predicted presented pressure problem production range ratio REFERENCES response riser shear shown shows significant soil static stiffness strength stress structure surface Table Technology tension tower turbine vane vessel void ratio 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 |
| Export Citation | BiBTeX EndNote RefMan |