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 35
... increases with the increase in the cohesion value ( e.g. Fig . 7 ) . Under drained conditions beyond a certain level , extra increase in the soil cohesion does not perform significant influence on Pu and the pull - out capacity remains ...
... increases with the increase in the cohesion value ( e.g. Fig . 7 ) . Under drained conditions beyond a certain level , extra increase in the soil cohesion does not perform significant influence on Pu and the pull - out capacity remains ...
Page 206
... increasing the plate number could obtain an obvious increase of added mass . In order to obtain an added mass equal to the en- trapped water in the midsection of a classic spar ( added mass vol- ume / cell volume ≈ 1.0 ) , the ...
... increasing the plate number could obtain an obvious increase of added mass . In order to obtain an added mass equal to the en- trapped water in the midsection of a classic spar ( added mass vol- ume / cell volume ≈ 1.0 ) , the ...
Page 245
... increased inundation ; the 1.5 m increase in inundation corresponds to the load being in- creased by 30 MN . The pressure cause by this load increase is 30 / ( 1.5-83.6 ) MN / m2 = 0.24 MN / m2 ( note that this num- ber includes waves ...
... increased inundation ; the 1.5 m increase in inundation corresponds to the load being in- creased by 30 MN . The pressure cause by this load increase is 30 / ( 1.5-83.6 ) MN / m2 = 0.24 MN / m2 ( note that this num- ber includes waves ...
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