Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 1, Parts 1-2American Society of Mechanical Engineers, 2004 - Arctic regions |
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Page 935
event starting at t = 3084 sec , under the effect of direct wave loads associated
with the submergence event , the wave frequency motion becomes very
significant . This explains the discrepancies between the predictions and the ...
event starting at t = 3084 sec , under the effect of direct wave loads associated
with the submergence event , the wave frequency motion becomes very
significant . This explains the discrepancies between the predictions and the ...
Page 936
During a significant submergence event , the calculated direct wave loads are
significant . The determination of such loads is very important for the global
structural analysis of the TLP hull . It can be seen in Fig . 9 , that the direct wave
loads on ...
During a significant submergence event , the calculated direct wave loads are
significant . The determination of such loads is very important for the global
structural analysis of the TLP hull . It can be seen in Fig . 9 , that the direct wave
loads on ...
Page 1013
For relatively stiff mooring systems , such as the Genesis moor , large VIM events
cause large variations in mooring line ... In addition , special consideration
should be given to fatigue and wear damage caused in the single worst event as
well ...
For relatively stiff mooring systems , such as the Genesis moor , large VIM events
cause large variations in mooring line ... In addition , special consideration
should be given to fatigue and wear damage caused in the single worst event as
well ...
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Contents
PART | 595 |
000000000000000000000000000000000000000000 | 605 |
OFFSHORE TECHNOLOGY | 608 |
Copyright | |
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added amplitude analysis angle applied approach ASME assumed barge bending boundary buoy calculated capacity coefficient combined components computed connection considered Copyright corresponding damage damping deck depth determined developed diameter direction displacement dynamic effect element Engineering equation estimated event factor fatigue field Figure force FPSO frequency function given height horizontal hull iceberg impact increase installation jacket joint length limit linear load marine mass maximum mean measured method model tests mooring mooring lines mooring system motion natural numerical obtained Offshore operation parameters performed period pile pitch platform position possible potential predicted presented pressure problem range relative response riser shear ship shown shows simulations skirt solution spar speed strength stress structure surface Table tank tension trench values velocity vertical vessel wall wave wind