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 38
... ratio ( D / L ) Kaolinite Clay L - 600 mm D - 100 mm 10 12 Load ( N ) 700 600 500 400 200 L / D = 10 Kaolinite Clay ... ratio effects ( D remains constant ) on numerical pull - out responses of suction caisson models in clay under ...
... ratio ( D / L ) Kaolinite Clay L - 600 mm D - 100 mm 10 12 Load ( N ) 700 600 500 400 200 L / D = 10 Kaolinite Clay ... ratio effects ( D remains constant ) on numerical pull - out responses of suction caisson models in clay under ...
Page 53
... ratios . It is also can be see h / d , 0.5 , ts / to - 1.0 may be an appropriate choice for sleeve reinforced X - joints under compression load . The strength ratio is the function of B , Ls / d , and Ls / d1 . In order to estimate the ...
... ratios . It is also can be see h / d , 0.5 , ts / to - 1.0 may be an appropriate choice for sleeve reinforced X - joints under compression load . The strength ratio is the function of B , Ls / d , and Ls / d1 . In order to estimate the ...
Page 603
... RATIO Just as foregoing discussion , the METMDS ' number is taken as 5. The mass ratio of all ETMD to the residual platform is 14 % , and every ETMD's mass is equally assigned around the center frequency . The frequency bandwidth 2 is ...
... RATIO Just as foregoing discussion , the METMDS ' number is taken as 5. The mass ratio of all ETMD to the residual platform is 14 % , and every ETMD's mass is equally assigned around the center frequency . The frequency bandwidth 2 is ...
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