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 165
... horizontal bending ( mode 9 , Fig . 8 ) . The RAOS for the axial force in connector 1 are shown in Fig . 18. The axial force is dominated by the horizontal bending at 1.29 sec and 79 ° . A secondary peak associated with the resonant ...
... horizontal bending ( mode 9 , Fig . 8 ) . The RAOS for the axial force in connector 1 are shown in Fig . 18. The axial force is dominated by the horizontal bending at 1.29 sec and 79 ° . A secondary peak associated with the resonant ...
Page 166
... horizontal bending which occurs because of the spatial distribution of the wave forces at that wave period and angle . RAOS for the vertical shear force in the connectors have peaks at wave periods between 1.5 s and approximately 2 s ...
... horizontal bending which occurs because of the spatial distribution of the wave forces at that wave period and angle . RAOS for the vertical shear force in the connectors have peaks at wave periods between 1.5 s and approximately 2 s ...
Page 265
... Horizontal bending deformation Horizontal bending deformation AYa / ha ( m / m ) △ Ya / ha ( m / m ) 0.30 W.D = 90 ° , Deep water Cal . Meas . 0.25 Girder end ( Fore ) Girder middle 0.20 Girder end ( Aft ) 040 Δ 0.15 0.10 0.05 0 3 6 7 ...
... Horizontal bending deformation Horizontal bending deformation AYa / ha ( m / m ) △ Ya / ha ( m / m ) 0.30 W.D = 90 ° , Deep water Cal . Meas . 0.25 Girder end ( Fore ) Girder middle 0.20 Girder end ( Aft ) 040 Δ 0.15 0.10 0.05 0 3 6 7 ...
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