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 167
... extreme value is evaluated based on the expected extreme value curve as provided in Figure 5. The method generally produces conservative extreme value estimate . Furthermore , as indicated in Figure 5 , the expected extreme values vary ...
... extreme value is evaluated based on the expected extreme value curve as provided in Figure 5. The method generally produces conservative extreme value estimate . Furthermore , as indicated in Figure 5 , the expected extreme values vary ...
Page 264
... Extreme Environmental Loadings . 0 10 20 30 0 1 2 3 4 0 1 2 3 4 5 DEFLECTION ENVELOPE ( FT ) NET SHEAR ENVELOPE ( KIPS x 103 ) BENDING MOMENT ENVELOPE ( KIP - FT x 106 ) Figure 14. Dynamic Response Envelopes Due to Extreme Irregular ...
... Extreme Environmental Loadings . 0 10 20 30 0 1 2 3 4 0 1 2 3 4 5 DEFLECTION ENVELOPE ( FT ) NET SHEAR ENVELOPE ( KIPS x 103 ) BENDING MOMENT ENVELOPE ( KIP - FT x 106 ) Figure 14. Dynamic Response Envelopes Due to Extreme Irregular ...
Page 275
... EXTREME STRESS IN MPa Figure 4 Probability distribution of extreme dynamic response . Table 3 Results of reliability analysis Extreme stress in shaft at top of caisson Reliability index B = 3.0 Failure probability Pp = 0.13.10-2 α ...
... EXTREME STRESS IN MPa Figure 4 Probability distribution of extreme dynamic response . Table 3 Results of reliability analysis Extreme stress in shaft at top of caisson Reliability index B = 3.0 Failure probability Pp = 0.13.10-2 α ...
Contents
FLOATING PRODUCTION SYSTEMS | 1 |
Semisubmersible Floating Production for the Gulf of Mexico | 13 |
OFFSHORE MECHANICS | 23 |
Copyright | |
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adsorber amplitude analysis angle Arctic Engineering axial bending buoy buoyancy cable calculated coefficient compliant tower components Conference on Offshore curve damage diameter displacement drag coefficient drilling dynamic effect energy 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 polyester 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 turbine uranium vane velocity vertical vessel water depth wave forces wave height wave power weight wellhead wire