Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 5American Society of Mechanical Engineers, 2001 - Arctic regions |
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Page 35
We know from the irregular capture width results above that the mean force cannot be predicted from the mean ... Figure 6 shows a comparison of the measured surge displacements and the numerical prediction . width ratio shows that the ...
We know from the irregular capture width results above that the mean force cannot be predicted from the mean ... Figure 6 shows a comparison of the measured surge displacements and the numerical prediction . width ratio shows that the ...
Page 96
Good accuracy of the prediction of motions has been confirmed ( Kanda et al . , 2001 ) . ... The predicted stress at point A is shown by the hollow triangles , which are in good correlation with the first - order amplitude of the test ...
Good accuracy of the prediction of motions has been confirmed ( Kanda et al . , 2001 ) . ... The predicted stress at point A is shown by the hollow triangles , which are in good correlation with the first - order amplitude of the test ...
Page 215
50000 200 40000 Observation - Prediction Total Phosphorus 30000 20000 150 10000 0 3/1 " 96 5/23 8/14 11/5 4/20 7/12 10/3 1/27 '97 12/25 Date Predictions ( gp / D ) 100 Figure 9. Variations of macrobenthos off Oppama from March 1 ...
50000 200 40000 Observation - Prediction Total Phosphorus 30000 20000 150 10000 0 3/1 " 96 5/23 8/14 11/5 4/20 7/12 10/3 1/27 '97 12/25 Date Predictions ( gp / D ) 100 Figure 9. Variations of macrobenthos off Oppama from March 1 ...
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Contents
OMAE2001OSU5019 | 93 |
OMAE2001OSU5021 | 101 |
OMAE2001OSU5022 | 111 |
Copyright | |
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Common terms and phrases
amplitude analysis angle applied arrangement assumed beam bending body bottom breakwater bridge calculated chamber coefficient compared components concept Conference considered construction deformation depth described developed device direction displacement distribution dynamic effect elastic element Engineering equation evaluate experiment experimental field Figure floating structure flow force frequency function girder horizontal hydrodynamic hydroelastic increase International irregular waves Japan layer length linear load maneuvers mass mean measured Mega-Float method mode modules mooring motion observed obtained ocean Offshore operation performance position predicted present pressure problem Proceedings ratio reduce reef region Research respectively response rigid scale ship shown shows side significant simulation spectrum submerged plate surface Table Tokyo turbine University vertical VLFS wave energy wave height wave period wind
Bibliographic information
| Title | Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 5 |
| 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, 2001 |
| Original from | the University of Michigan |
| Digitized | 4 Dec 2007 |
| ISBN | 0791835383, 9780791835388 |
| Export Citation | BiBTeX EndNote RefMan |