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 340
One of the reasons is supposed that the floating structure model of Phase 1 experiment was not so large that the seawater should not stay for a long time under it . It was concluded that a VLFS will hardly affect the physical ...
One of the reasons is supposed that the floating structure model of Phase 1 experiment was not so large that the seawater should not stay for a long time under it . It was concluded that a VLFS will hardly affect the physical ...
Page 355
The on - sea experiment with this Mega - Float model ( 1000 x 121 x 3m ) has been conducted from September 1999 through December 2000. During the experiment , responses of the model in real sea , such as motions , mooring displacements ...
The on - sea experiment with this Mega - Float model ( 1000 x 121 x 3m ) has been conducted from September 1999 through December 2000. During the experiment , responses of the model in real sea , such as motions , mooring displacements ...
Page 356
experiment . used . ... interval : 0.2sec ) every hour regularly during the EXPERIMENTAL RESULT ( 1 ) Wind Wind velocities and wind directions were measured at three points ... At the experiment site , wind mostly blows from the north .
experiment . used . ... interval : 0.2sec ) every hour regularly during the EXPERIMENTAL RESULT ( 1 ) Wind Wind velocities and wind directions were measured at three points ... At the experiment site , wind mostly blows from the north .
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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