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 99
... damping coefficient of Fig.11 ( c ) has been calculated from the 1st - order component of total damping force , and hence it includes both linear and viscous damping effects . Using the results of 2 - D tank test , an attempt has been ...
... damping coefficient of Fig.11 ( c ) has been calculated from the 1st - order component of total damping force , and hence it includes both linear and viscous damping effects . Using the results of 2 - D tank test , an attempt has been ...
Page 166
... damping . Interestingly , however , the largest axial forces occur at 1.29 s at 79 ° wave heading . This large force is not sensitive to structural damping , which indicates that it is not a result of resonance . Rather , it is a result ...
... damping . Interestingly , however , the largest axial forces occur at 1.29 s at 79 ° wave heading . This large force is not sensitive to structural damping , which indicates that it is not a result of resonance . Rather , it is a result ...
Page 262
... damping X 1.5 than those of the model Iin sway and torsion modes . This is because that the model II has lower ... Damping A pontoon has large breadth and shallow draft , and it is set in a shallow water area . As for hydrodynamic forces ...
... damping X 1.5 than those of the model Iin sway and torsion modes . This is because that the model II has lower ... Damping A pontoon has large breadth and shallow draft , and it is set in a shallow water area . As for hydrodynamic forces ...
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