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 33
Experimental ( points ) and numerical ( curve ) against wave heading in degrees . 60 00 40 ) Wave conditions Regular waves – sample time 458s T = 7.63s , H = 1.25m , Headings -40 , -20 , 0 , 20 , 40 ° Irregular waves Long - crested ...
Experimental ( points ) and numerical ( curve ) against wave heading in degrees . 60 00 40 ) Wave conditions Regular waves – sample time 458s T = 7.63s , H = 1.25m , Headings -40 , -20 , 0 , 20 , 40 ° Irregular waves Long - crested ...
Page 35
Figure 6 shows a comparison of the measured surge displacements and the numerical prediction . width ratio shows that the low - frequency approximation remains valid . Consequently , once a reliable method is established for calculating ...
Figure 6 shows a comparison of the measured surge displacements and the numerical prediction . width ratio shows that the low - frequency approximation remains valid . Consequently , once a reliable method is established for calculating ...
Page 213
NUMERICAL CONDITIONS Location of Tokyo Bay in Japan and modeling of Tokyo Bay are shown in Fig.2 . The sea area in Tokyo Bay is latticed with square grids in the horizontal direction , and multilevel model , in which the number of the ...
NUMERICAL CONDITIONS Location of Tokyo Bay in Japan and modeling of Tokyo Bay are shown in Fig.2 . The sea area in Tokyo Bay is latticed with square grids in the horizontal direction , and multilevel model , in which the number of the ...
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Contents
OMAE2001OSU5019 | 93 |
OMAE2001OSU5021 | 101 |
OMAE2001OSU5022 | 111 |
Copyright | |
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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 |