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 12
points , which are decided by the decrease in the turbine torque coefficients calculated in this study , and the lines numerical predictions for several blade sweeps shown in the figure . The numerical predictions for the overall ...
points , which are decided by the decrease in the turbine torque coefficients calculated in this study , and the lines numerical predictions for several blade sweeps shown in the figure . The numerical predictions for the overall ...
Page 165
The relative rotations between the ends of connector 1 are shown in Figs . 15 - 17. The large relative y - rotation at 3.1 sec is a result of the large vertical bending response , while the large relative z - rotation at 1.29 sec and 79 ...
The relative rotations between the ends of connector 1 are shown in Figs . 15 - 17. The large relative y - rotation at 3.1 sec is a result of the large vertical bending response , while the large relative z - rotation at 1.29 sec and 79 ...
Page 203
As is shown in the same figure , a similar submerged inclined thin barrier was also attached near the entrance of the intake area in order to reduce the water - surface movement in that area . 2.5.3 The developed ship After all ...
As is shown in the same figure , a similar submerged inclined thin barrier was also attached near the entrance of the intake area in order to reduce the water - surface movement in that area . 2.5.3 The developed ship After all ...
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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