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 49
... University of Tokyo 4-6-1 Komaba , Meguro - ku , Tokyo 153-8505 , Japan Naoki Fujita Graduate Student , Graduate School of University of Tokyo Proceedings of OMAE'01 20th International Conference on Offshore Mechanics and.
... University of Tokyo 4-6-1 Komaba , Meguro - ku , Tokyo 153-8505 , Japan Naoki Fujita Graduate Student , Graduate School of University of Tokyo Proceedings of OMAE'01 20th International Conference on Offshore Mechanics and.
Page 209
t.u-tokyo.ac.jp Masataka Fujino Institute of Environmental Studies Graduate School of Frontier Sciences University of Tokyo 7-3-1 Hongo , Bunkyo - ku , Tokyo 113-8656 , JAPAN Phone : + 81-3-5841-6540 , FAX : + 81-3-3815-8360 Email ...
t.u-tokyo.ac.jp Masataka Fujino Institute of Environmental Studies Graduate School of Frontier Sciences University of Tokyo 7-3-1 Hongo , Bunkyo - ku , Tokyo 113-8656 , JAPAN Phone : + 81-3-5841-6540 , FAX : + 81-3-3815-8360 Email ...
Page 213
43 ° N Edo River Ara and Naka River Tokyo Sumida River Makuhari Chiba N As for the open boundary conditions , identical values in the horizontal direction and different values in the vertical direction are given to consider the effect ...
43 ° N Edo River Ara and Naka River Tokyo Sumida River Makuhari Chiba N As for the open boundary conditions , identical values in the horizontal direction and different values in the vertical direction are given to consider the effect ...
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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