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 15
... effects . Thirdly , the force and response skewness are no longer zeros , because of the negative skewness of velocity aforementioned . Most importantly , the Morison force exhibits a much stronger non- Gaussian behavior under the ...
... effects . Thirdly , the force and response skewness are no longer zeros , because of the negative skewness of velocity aforementioned . Most importantly , the Morison force exhibits a much stronger non- Gaussian behavior under the ...
Page 39
... effects ( L remains constant ) on numerical pull - out responses of suction caisson models in clay under drained conditions . Load ( N ) 40000 30000 20000 10000 0 0 15 LD - 6 30 Displacement ( mm ) L / D - 0.5 Kaolinite Clay Undrained ...
... effects ( L remains constant ) on numerical pull - out responses of suction caisson models in clay under drained conditions . Load ( N ) 40000 30000 20000 10000 0 0 15 LD - 6 30 Displacement ( mm ) L / D - 0.5 Kaolinite Clay Undrained ...
Page 569
... effects on the rigid body , lemma 1 shows that in an enrgy formulation of the linear radiation problem of a floating body it is also not necessary to take into account the kinetic energy related to surfaces other than the fluid ...
... effects on the rigid body , lemma 1 shows that in an enrgy formulation of the linear radiation problem of a floating body it is also not necessary to take into account the kinetic energy related to surfaces other than the fluid ...
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