Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 1American Society of Mechanical Engineers, 2006 - Arctic regions |
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Page 33
... caissons in clays against pull- out loading have been presented . Soil nonlinearities , soil / caisson interactions and the effects from the suction on the behaviour have been taken into account . A linear relationship has been observed ...
... caissons in clays against pull- out loading have been presented . Soil nonlinearities , soil / caisson interactions and the effects from the suction on the behaviour have been taken into account . A linear relationship has been observed ...
Page 252
... caisson's vertical skins . This corresponds to the ultimate limit load in Fig . 3 at the end of zone 2. Subsequent to the shear failure on the caisson's skins , the soil plug is left behind and does not any longer accompany the caisson ...
... caisson's vertical skins . This corresponds to the ultimate limit load in Fig . 3 at the end of zone 2. Subsequent to the shear failure on the caisson's skins , the soil plug is left behind and does not any longer accompany the caisson ...
Page 252
... caisson's vertical skins . This corresponds to the ultimate limit load in Fig . 3 at the end of zone 2. Subsequent to the shear failure on the caisson's skins , the soil plug is left behind and does not any longer accompany the caisson ...
... caisson's vertical skins . This corresponds to the ultimate limit load in Fig . 3 at the end of zone 2. Subsequent to the shear failure on the caisson's skins , the soil plug is left behind and does not any longer accompany the caisson ...
Contents
OFFSHORE TECHNOLOGY | 1 |
OMAE200692014 | 7 |
OMAE200692055 | 23 |
Copyright | |
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25th International Conference added mass amplitude analysis applied Arctic Engineering June ASME axial behavior bending bending moment boundary caisson calculated catenary coefficients collision computed Conference on Offshore configuration Copyright 2006 curve cylinder damping deck diameter displacement drag coefficient dynamic effects Engineering June 4-9 equation experimental fatigue damage floating frequency domain function heave plates hull hydrodynamic impact interaction jacket linear matrix maximum measured Mechanics and Arctic method mode model tests motion natural frequency nodes nonlinear numerical obtained Ocean Offshore Mechanics offshore structures OMAE2006 25th International oscillation parameters pile pipe predicted presented Proceedings of OMAE2006 ratio response riser S-N curve sensor shear ship shown in Figure simulation soil spar spar platform static stiffness strakes stress surface Table Technology tendon transverse values velocity vertical vessel vibration vortex induced vibrations water depth wave height weld wind farm wind turbine