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
... hydroelastic response , but those of lee side are not so effective in comparison with their number . So In this study , L - shaped arrangement ( A - 3 ) is found to be one of the best selection also from economical viewpoint . Wave ...
... hydroelastic response , but those of lee side are not so effective in comparison with their number . So In this study , L - shaped arrangement ( A - 3 ) is found to be one of the best selection also from economical viewpoint . Wave ...
Page 303
... Hydroelastic Behavior of Pontoon Type VLFS in Waves " , Proceedings of 17th OMAE , pp . 1-8 . Ohmatsu , S ( 1999 ) . " Numerical Calculation Method of Hydroelastic Response ... Hydroelastic Responses for a Very Large Floating Structure ...
... Hydroelastic Behavior of Pontoon Type VLFS in Waves " , Proceedings of 17th OMAE , pp . 1-8 . Ohmatsu , S ( 1999 ) . " Numerical Calculation Method of Hydroelastic Response ... Hydroelastic Responses for a Very Large Floating Structure ...
Page 375
... hydroelastic response of whole floating structures . So , it is essential that stresses of such structural arrangement be carefully checked to ensure the safety of the overall structure . ( 3 ) Buoyant springs in the model for stress ...
... hydroelastic response of whole floating structures . So , it is essential that stresses of such structural arrangement be carefully checked to ensure the safety of the overall structure . ( 3 ) Buoyant springs in the model for stress ...
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