Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 18, Part 1American Society of Mechanical Engineers, 1999 - Arctic regions |
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Page 172
... respectively 47.6 and 18.5 kNm2 whereas the measured stiffness are respectively 40.2 and 22.9 kNm2 . Results The mechanical behaviour of the umbilical structure is now analysed . The algorithm was programmed in Fortran and at present ...
... respectively 47.6 and 18.5 kNm2 whereas the measured stiffness are respectively 40.2 and 22.9 kNm2 . Results The mechanical behaviour of the umbilical structure is now analysed . The algorithm was programmed in Fortran and at present ...
Page 636
... respectively , and to top of foundation : horizontal cross sections of foundation , exterior and interior , respectively : undrained shear strength of clay : atmospheric pressure as height of water , i.e. , 10m : depth from water ...
... respectively , and to top of foundation : horizontal cross sections of foundation , exterior and interior , respectively : undrained shear strength of clay : atmospheric pressure as height of water , i.e. , 10m : depth from water ...
Page 669
... respectively . Figure 8. Maximum bending moment ( Max . B.M. ). homogeneous soil for H / L = 1.0 ( D , -90.0 % ) , the deflection for the same lateral load decreases and the value approach to homogeneous soil for H / L - 1.0 . In the ...
... respectively . Figure 8. Maximum bending moment ( Max . B.M. ). homogeneous soil for H / L = 1.0 ( D , -90.0 % ) , the deflection for the same lateral load decreases and the value approach to homogeneous soil for H / L - 1.0 . In the ...
Contents
HYDRODYNAMIC FORCES | 1 |
OMAE99OFT4071 | 9 |
OMAE99OFT4072 | 19 |
Copyright | |
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added mass amplitude analysis applied ASME axial bending boundary conditions buoy buoyancy cable calculated Campos Basin catenary components computed Conference on Offshore configuration connector Copyright cylinder damping diameter direction discrete disk displacement distribution domain drag coefficient droplets dynamic effect equation experimental Fall angle fatigue floating flow fluid force coefficient FPSO free surface free surface effects function height horizontal hydrodynamic in-line length lift force linear load Marine maximum Mechanics and Arctic method model tests module mooring line mooring system node nonlinear obtained Offshore Mechanics oscillation parameters PETROBRAS pile platform plow polyester prediction pressure reefs relative motion response Reynolds number riser ship simulation solution spectrum spheres spray cloud spray density static stiffness surge syntactic foam Table tension tether transfer function turret umbilical cable values velocity velocity potential vertical vessel water depth wave drift wave forces wave frequency wave heading