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 55
... EFFECT OF AIR CHAMBER SIZE The parametric study is carried out using the calculation model which has 1000m in length , 250m in width , a general draft of 5m and a vertical bending stiffness per unit length of 7.5e + 9 [ kgf * m2 / m ] ...
... EFFECT OF AIR CHAMBER SIZE The parametric study is carried out using the calculation model which has 1000m in length , 250m in width , a general draft of 5m and a vertical bending stiffness per unit length of 7.5e + 9 [ kgf * m2 / m ] ...
Page 99
... effect of the added mass on the motions is considered to be larger than that for the floating units . The damping coefficient of Fig.11 ( c ) has been calculated from the 1st - order component of total damping force , and hence it ...
... effect of the added mass on the motions is considered to be larger than that for the floating units . The damping coefficient of Fig.11 ( c ) has been calculated from the 1st - order component of total damping force , and hence it ...
Page 366
... effect of turbulence is added the value would become 0.37G . Therefore the flight simulator's response to the GP course variation due to the elastic deformation of the float in the typhoon will become less than half of the variation due ...
... effect of turbulence is added the value would become 0.37G . Therefore the flight simulator's response to the GP course variation due to the elastic deformation of the float in the typhoon will become less than half of the variation due ...
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