Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 1, Parts 1-2American Society of Mechanical Engineers, 2004 - Arctic regions |
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Page 10
... soil is established using p - y curves and the damping is established from analytical and / or empirical solutions that account for energy dissipation through wave propagation and soil hysteretic behavior . Wang et al [ 8 ] compared ...
... soil is established using p - y curves and the damping is established from analytical and / or empirical solutions that account for energy dissipation through wave propagation and soil hysteretic behavior . Wang et al [ 8 ] compared ...
Page 11
... Soil Reaction Soil in Right Side of the Pile Pile Deflection Gap Fig . 2. Typical Soil reaction- Pile deflection behavior for cohesive soils ( Gapping ) Copyright © 2004 by ASME Sol in Left Side of the Pile Soil Reaction Soil.
... Soil Reaction Soil in Right Side of the Pile Pile Deflection Gap Fig . 2. Typical Soil reaction- Pile deflection behavior for cohesive soils ( Gapping ) Copyright © 2004 by ASME Sol in Left Side of the Pile Soil Reaction Soil.
Page 332
... Soil properties were chosen as Els 500 ( where E is Young's modulus and s is the undrained shear strength ) . The saturated soil self - weight was taken as y = 17 kN / m3 in total stress analysis . Soil undrained shear strength was ...
... Soil properties were chosen as Els 500 ( where E is Young's modulus and s is the undrained shear strength ) . The saturated soil self - weight was taken as y = 17 kN / m3 in total stress analysis . Soil undrained shear strength was ...
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amplitude analysis ASME axial barge caisson calculated Campos Basin catenary coefficient comparison computed Conference on Offshore configuration Copyright damping deck diameter diffraction displacement draft drag drag coefficient dynamic effect equations Figure finite element flow fluid force FPSO frequency domain heave hot spot stress hull hydrodynamic installation interaction jacket kips linear load load transfer located longitudinal maximum measured Mechanics and Arctic method mode model test Model-I mooring lines mooring system motion nonlinear numerical obtained Offshore Mechanics offshore structures parameters peak performed Petrobras pipe platform polyester predicted pressure ratio Rayleigh distribution response Reynolds number riser Riser Tensioning S-N curve seastates shear shown in Fig simulation soil spectral spectrum spudcan steel stiffness subsea Table transverse upstream cylinder values velocity velocity potential vertical vessel vibration vortex vortex induced vibrations water depth wave height Weibull distribution Y Force