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 47
... experiments have been carried out at Ocean Engineering Experimental Tank ( L = 40m , B = 26m ) of Ship Research Institute . The scale ratio of experimental model was set to 1 : 150 in order to keep measuring accuracy . However , in this ...
... experiments have been carried out at Ocean Engineering Experimental Tank ( L = 40m , B = 26m ) of Ship Research Institute . The scale ratio of experimental model was set to 1 : 150 in order to keep measuring accuracy . However , in this ...
Page 92
... experiment is 1/100 of prototype . Fig . A - 1 shows the experimental and calculated results of the wave exciting force acting on the FBSP . The experimental results are about 50 percent in peak period and 70-80 percent in longer period ...
... experiment is 1/100 of prototype . Fig . A - 1 shows the experimental and calculated results of the wave exciting force acting on the FBSP . The experimental results are about 50 percent in peak period and 70-80 percent in longer period ...
Page 182
... experimental data show strong dependency on the current speed . In the experiments , sinkage due to negative lift and runup due to the upstream bow - wave contribute to the reduction of the freeboard at high speeds . One can attempt to ...
... experimental data show strong dependency on the current speed . In the experiments , sinkage due to negative lift and runup due to the upstream bow - wave contribute to the reduction of the freeboard at high speeds . One can attempt to ...
Contents
OMAE2001OSU5019 | 93 |
OMAE2001OSU5021 | 101 |
OMAE2001OSU5022 | 111 |
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20th International Conference ABAQUS air chamber amplitude analysis angle Arctic Engineering beam bending breakwater bridge calculated CO₂ coefficient Conference on Offshore connector construction damping deformation developed diffraction distribution drift force dynamic ecosystem model effect elastic response environmental equation experimental FBSP Feb May Aug fence Figure floating breakwater flow freak waves frequency function girder guide vane hindcast HIPAN horizontal hydrodynamic hydroelastic response incident wave irregular waves Japan Large Floating Structures layer linear load maneuvers measured Mechanics and Arctic Mega-Float method Mobile Offshore Base model tests modules moon-pool mooring forces mooring system motion mussels non-linear ocean Offshore Mechanics PETROBRAS phytoplankton predicted RADARSAT-1 reef Rio de Janeiro ship shoreline shown shows significant wave height simulation submerged plate suction Tokyo Bay turbine Uchiumi velocity vertical displacements VLFS water depth wave energy absorbing wave period wave power wind