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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Results 1-3 of 52
Page 850
No waves 6 MWD 120 MWD Limit cycle ampl . , 6ft SWWD Limit cycle center , 6
SVWD Limit cycle center , 124 SVWD . . . . . . . . . . . . . 140 . 135 0 . 3 0 . 325 0 . 35
0 . 375 0 . 4 0 . 425 0 . 45 0 . 475 0 . 5 0 . 525 Xp / L Figure 2 : Four - line TMS ...
No waves 6 MWD 120 MWD Limit cycle ampl . , 6ft SWWD Limit cycle center , 6
SVWD Limit cycle center , 124 SVWD . . . . . . . . . . . . . 140 . 135 0 . 3 0 . 325 0 . 35
0 . 375 0 . 4 0 . 425 0 . 45 0 . 475 0 . 5 0 . 525 Xp / L Figure 2 : Four - line TMS ...
Page 852
44 , 0 = 225° For Design Point D5 , Figure 6 shows a limit cycle around A in the
absence of waves . Addition of MWD forces also results in a limit cycle . This
behavior can be predicted from the position of design point D5 in Figure 4 .
44 , 0 = 225° For Design Point D5 , Figure 6 shows a limit cycle around A in the
absence of waves . Addition of MWD forces also results in a limit cycle . This
behavior can be predicted from the position of design point D5 in Figure 4 .
Page 1145
These limits are presented in Table 4 . 1 Year Summer Storm The UFJ angle limit
of 9° is also exceeded for the 1 - year summer storm environment with a value of
10 . 9° observed . This peak occurs when the vessel pitch angle is 3 . 56o and ...
These limits are presented in Table 4 . 1 Year Summer Storm The UFJ angle limit
of 9° is also exceeded for the 1 - year summer storm environment with a value of
10 . 9° observed . This peak occurs when the vessel pitch angle is 3 . 56o and ...
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Contents
PART | 595 |
000000000000000000000000000000000000000000 | 605 |
OFFSHORE TECHNOLOGY | 608 |
Copyright | |
29 other sections not shown
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Common terms and phrases
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
Bibliographic information
| Title | Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 1, Parts 1-2 |
| Contributors | OMAE Conference Committee, American Society of Mechanical Engineers, American Society of Mechanical Engineers. Offshore Mechanics and Arctic Engineering Division |
| Publisher | American Society of Mechanical Engineers, 2004 |
| Original from | the University of Michigan |
| Digitized | 4 Dec 2007 |
| ISBN | 0791837432, 9780791837436 |
| Export Citation | BiBTeX EndNote RefMan |