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 61
... scale model with scale of 1/200 in length , which was designed and fabricated following the similarity law as accurately as possible . The scale model test , on the other hand , had such a role that the test results were compared with ...
... scale model with scale of 1/200 in length , which was designed and fabricated following the similarity law as accurately as possible . The scale model test , on the other hand , had such a role that the test results were compared with ...
Page 121
... scale laboratory and medium - scale field tests . It indicates that the validation is excellent and therefore the mobilized effective soil friction angle ratio relationship can be used for the field installation design of small to very ...
... scale laboratory and medium - scale field tests . It indicates that the validation is excellent and therefore the mobilized effective soil friction angle ratio relationship can be used for the field installation design of small to very ...
Page 182
... scale ) model . Water Depth ( ft ) Current speed ( ft / s ) Full scale speed ( ft / s ) 1.0 1.08 3.74 0.8 1.38 4.78 0.6 1.74 6.03 0.5 2.10 7.27 1.0 2.68 9.28 Table 2 . Current speed Model scale Load ( lbs ) 0 10 20 30 40 50 Full scale ...
... scale ) model . Water Depth ( ft ) Current speed ( ft / s ) Full scale speed ( ft / s ) 1.0 1.08 3.74 0.8 1.38 4.78 0.6 1.74 6.03 0.5 2.10 7.27 1.0 2.68 9.28 Table 2 . Current speed Model scale Load ( lbs ) 0 10 20 30 40 50 Full scale ...
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