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 123
... applied suction pressure . The magnitude of the net suction pressure that induces the pile penetration can be ... applied , a2 outside pore water pressure after the suction is applied , a3 = inside pore water pressure before the suction ...
... applied suction pressure . The magnitude of the net suction pressure that induces the pile penetration can be ... applied , a2 outside pore water pressure after the suction is applied , a3 = inside pore water pressure before the suction ...
Page 138
... applied only at the CG of the individual SBU , which is represented as a point mass . SBU flexibility can be ... applied at the model nodes . The challenge is in the calculation of the diffraction and radiation forces at each time step ...
... applied only at the CG of the individual SBU , which is represented as a point mass . SBU flexibility can be ... applied at the model nodes . The challenge is in the calculation of the diffraction and radiation forces at each time step ...
Page 183
... applied load ( lbs ) 100000 90000 80000 70000 60000 50000 40000 30000 20000 10000 0 → avg vol avg vel 3.74 ft / s 9.28 ft / s vel = 7.27 ft / s ( VHC ) 500 Streamwise Force on Bridge vs Applied Load 1000 1500 2000 2500 3000 streamwise ...
... applied load ( lbs ) 100000 90000 80000 70000 60000 50000 40000 30000 20000 10000 0 → avg vol avg vel 3.74 ft / s 9.28 ft / s vel = 7.27 ft / s ( VHC ) 500 Streamwise Force on Bridge vs Applied Load 1000 1500 2000 2500 3000 streamwise ...
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