Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 1; Volume 7, Part 1American Society of Mechanical Engineers, 1988 - Arctic regions |
From inside the book
Results 1-3 of 83
Page 130
The above discuss shows that source - sink distributed potential theory models the hydrodynamic forces that govern tendon and structural responses more accurately than conventional methods , and hence is better for platform structure ...
The above discuss shows that source - sink distributed potential theory models the hydrodynamic forces that govern tendon and structural responses more accurately than conventional methods , and hence is better for platform structure ...
Page 254
In the third diagram , the response is also reduced to about 30 % of those of the uncontrolled system . waves Cm . RESULTS Figure 7 shows a comparison between the response of the uncontrolled system and the response of a controlled ...
In the third diagram , the response is also reduced to about 30 % of those of the uncontrolled system . waves Cm . RESULTS Figure 7 shows a comparison between the response of the uncontrolled system and the response of a controlled ...
Page 427
These experiments show that effects of the flow velocity , motion frequency and heaving motion on added mass ... This figure shows that the added coefficient of heaving must be obtained from forced heaving tests in a steady flow .
These experiments show that effects of the flow velocity , motion frequency and heaving motion on added mass ... This figure shows that the added coefficient of heaving must be obtained from forced heaving tests in a steady flow .
What people are saying - Write a review
We haven't found any reviews in the usual places.
Contents
OFFSHORE MECHANICS | 23 |
Early Production Systems in the North | 31 |
PIPELINES | 40 |
Copyright | |
38 other sections not shown
Other editions - View all
Common terms and phrases
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