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 40
... side by side each other . Wave Energy Absorbing Device energy absorbing devices including diagonal waves . Especially , wave energy absorbing devices on the weather side are very effective to reduce hydroelastic response , but those of lee ...
... side by side each other . Wave Energy Absorbing Device energy absorbing devices including diagonal waves . Especially , wave energy absorbing devices on the weather side are very effective to reduce hydroelastic response , but those of lee ...
Page 333
... Side ) • Wave Without VLFS ( Weather side ) X Wave Without VLFS ( Lee side ) O Wave With VLFS ( Weather side ) + Wave With VLFS ( Lee side ) 0.30 0.25 0.20 0.15 0.10 ELASTIC RESPONSE CHARACTERISTICS IN WAVES Figures 10 ( 1 ) to ( 3 ) ...
... Side ) • Wave Without VLFS ( Weather side ) X Wave Without VLFS ( Lee side ) O Wave With VLFS ( Weather side ) + Wave With VLFS ( Lee side ) 0.30 0.25 0.20 0.15 0.10 ELASTIC RESPONSE CHARACTERISTICS IN WAVES Figures 10 ( 1 ) to ( 3 ) ...
Page 334
... Side ) VLFS ( Center ) AVLFS ( Lee Side ) ♢ Wave Without VLFS ( Weather side ) X Wave Without VLFS ( Lee side ) O Wave With VLFS ( Weather side ) + Wave With VLFS ( Lee side ) € 0.40 H1 / 3 / H1 / 3 * Z1 / 3 / H1 / 3 * 0.30 0.20 0.10 8 ...
... Side ) VLFS ( Center ) AVLFS ( Lee Side ) ♢ Wave Without VLFS ( Weather side ) X Wave Without VLFS ( Lee side ) O Wave With VLFS ( Weather side ) + Wave With VLFS ( Lee side ) € 0.40 H1 / 3 / H1 / 3 * Z1 / 3 / H1 / 3 * 0.30 0.20 0.10 8 ...
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 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 regular waves rigid 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