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 Sol in Right Side of the Pile Pile Deflection Gap 11 Fig . 2. Typical Soil reaction- Pile deflection behavior for cohesive soils ( Gapping ) Copyright © 2004 by ASME Soil in Left Side of the Pile Soil Reaction Soil.
... Soil Reaction Sol in Right Side of the Pile Pile Deflection Gap 11 Fig . 2. Typical Soil reaction- Pile deflection behavior for cohesive soils ( Gapping ) Copyright © 2004 by ASME Soil 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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2DOF amplitude analysis ASME axial barge caisson calculated Campos Basin catenary coefficient computed Conference on Offshore configuration contour line convergence Copyright curve damping deck density diameter displacement distribution drag coefficient dynamic effects equation excitation experimental extrapolation Figure flow fluid force FPSO free surface frequency domain Guide Load heave hot spot stress hull hydrodynamic installation jacket kips lift coefficient linear load transfer located longitudinal maximum measured Mechanics and Arctic mesh refinement method mode model test moon pool mooring lines mooring system motion noise nonlinear obtained Offshore Mechanics operation parameters peak Petrobras pipe platform polyester polyester rope Predicted pressure random waves ratio response Reynolds number riser roll S-N curve seastates shear soil spectral spudcan steel stiffness structure Table tension transverse upstream cylinder velocity velocity potential vertical vessel vibration vortex water depth wave height Weibull distribution weld