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 24
... characteristics under unsteady wave conditions [ 3-8 ] . This design deliver useful efficiency over a wide range of flow rate , has good starting characteristics and low operating speeds , therefore , low noise and low maintenance cost ...
... characteristics under unsteady wave conditions [ 3-8 ] . This design deliver useful efficiency over a wide range of flow rate , has good starting characteristics and low operating speeds , therefore , low noise and low maintenance cost ...
Page 69
... characteristics After determining the size and shape of the floating unit , we selected the mooring system . The rubber fenders ( constant- reaction type ) are generally considered suitable for mooring a large floating structure because ...
... characteristics After determining the size and shape of the floating unit , we selected the mooring system . The rubber fenders ( constant- reaction type ) are generally considered suitable for mooring a large floating structure because ...
Page 261
... characteristics of dynamic elastic response of the floating swing bridge , as well as the validity of the analysis method , a model basin test in waves was carried out [ 11 ] . The model basin test was conducted in the Seakeeping and ...
... characteristics of dynamic elastic response of the floating swing bridge , as well as the validity of the analysis method , a model basin test in waves was carried out [ 11 ] . The model basin test was conducted in the Seakeeping and ...
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