Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 1; Volume 7, Part 1American Society of Mechanical Engineers, 1988 - Arctic regions |
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Page 203
... normal axisymmetric load P ( r , t ) on a poroelastic seabed under several different conditions of boundary permeabilities . That study provided a number of general formulas for an arbitrary normal load . The present paper extends the ...
... normal axisymmetric load P ( r , t ) on a poroelastic seabed under several different conditions of boundary permeabilities . That study provided a number of general formulas for an arbitrary normal load . The present paper extends the ...
Page 274
... normal probability paper . The 90 % probabil- ity interval for the first eigen period is 5.0-5.6 sec . The analysis ... Normal -0.567 32 % Elastic - Mod . caisson Normal -0.374 14 % Soil stiffness Normal -0.652 43 % Structural mass ...
... normal probability paper . The 90 % probabil- ity interval for the first eigen period is 5.0-5.6 sec . The analysis ... Normal -0.567 32 % Elastic - Mod . caisson Normal -0.374 14 % Soil stiffness Normal -0.652 43 % Structural mass ...
Page 275
... Normal -0.187 3 % Soil stiffness Normal -0.696 48 % Structural mass Normal 0.084 1 % Top mass Normal 0.036 0 % Damping ratio Normal -0.434 19 % Load coeff . CM Normal 0.182 3 % U = U ( Rmx ) Normal 0.283 8 % Normal 0.056 Log normal ...
... Normal -0.187 3 % Soil stiffness Normal -0.696 48 % Structural mass Normal 0.084 1 % Top mass Normal 0.036 0 % Damping ratio Normal -0.434 19 % Load coeff . CM Normal 0.182 3 % U = U ( Rmx ) Normal 0.283 8 % Normal 0.056 Log normal ...
Contents
FLOATING PRODUCTION SYSTEMS | 1 |
OFFSHORE MECHANICS | 23 |
Early Production Systems in the North | 31 |
Copyright | |
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adsorber amplitude analysis angle Arctic Engineering axial bending buoy buoyancy cable caisson calculated coefficient compliant tower components Conference on Offshore curve damage diameter displacement drag coefficient drilling dynamic effect equation equipment fatigue Figure finite element flexible floating production flow function horizontal hydrodynamic installation jacket kips length linear load marine mass matrix maximum measured Mechanics and Arctic method mode mode shapes model tests modulus mooring line mooring system motion natural frequency nonlinear obtained Offshore Mechanics Offshore Technology Conference operation parameters performance pile pipe pipe materials pipeline platform pressure production riser random wave ratio response rope rotation RPIT shear shear modulus shear strength shown in Fig simulation soil static stiffness strength stress structure subsea surface syntactic foam tendon turbine uranium vane velocity vertical vessel water depth wave forces wave height wave power weight wellhead wire