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 UD - 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 UD - 6 30 Displacement ( mm ) L / D - 0.5 Kaolinite Clay Undrained ...
Page 398
... effects seems suitable for preliminary design stages , although different hull geometries and current effects should be evaluated to certify this conclusion . It can be inferred from previous works that for North Sea conditions , for ...
... effects seems suitable for preliminary design stages , although different hull geometries and current effects should be evaluated to certify this conclusion . It can be inferred from previous works that for North Sea conditions , for ...
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 considered Copyright 2006 curve cylinder damping deck diameter displacement dynamic effects Engineering June 4-9 equation experimental fatigue damage floating force frequency domain function heave hull hydrodynamic impact interaction jacket linear LNG carrier matrix maximum measured Mechanics and Arctic method mode mode shapes model tests mooring lines motion natural frequency nodes nonlinear numerical obtained Ocean Offshore Mechanics oscillation parameters pile pipe plate platform predicted presented ratio response riser S-N curve sensor shear ship shown in Figure simulation soil spar spar platform static stiffness strakes stress surface Table tank Technology tendon transverse values velocity vertical vessel vibration vortex induced vibrations water depth wave height weld wind farm wind turbine