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 729
discretized into a finite number of wave components in both frequency and
direction in order to obtain the diffracted wave spectrum . In the present work , the
numbers of component frequencies and directions are denoted by E and F , and
are ...
discretized into a finite number of wave components in both frequency and
direction in order to obtain the diffracted wave spectrum . In the present work , the
numbers of component frequencies and directions are denoted by E and F , and
are ...
Page 828
3 where fp is the peak frequency and H , the significant wave height . Typical sea
- state parameters ( 12 s peak period and 8 m significant wave height ) have
been scaled using Froude scaling . Model values are respectively 2 s and 0 .
3 where fp is the peak frequency and H , the significant wave height . Typical sea
- state parameters ( 12 s peak period and 8 m significant wave height ) have
been scaled using Froude scaling . Model values are respectively 2 s and 0 .
Page 1110
The calculated wave frequency vessel surge motions in the irregular wave tests
are thus expected to be lower than the measured data . Figure 13 shows the
calculated and measured standard deviation of wave frequency vessel motions
for ...
The calculated wave frequency vessel surge motions in the irregular wave tests
are thus expected to be lower than the measured data . Figure 13 shows the
calculated and measured standard deviation of wave frequency vessel motions
for ...
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Contents
PART | 595 |
000000000000000000000000000000000000000000 | 605 |
OFFSHORE TECHNOLOGY | 608 |
Copyright | |
29 other sections not shown
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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
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 |