Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 1; Volume 7, Part 1American Society of Mechanical Engineers, 1988 - Arctic regions |
From inside the book
Results 1-3 of 56
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 Wave Current Wind ( Run No. 4 ) . + Figure 14 . 0 10 20 30 DEFLECTION ENVELOPE ( FT ) 0 1234 NET SHEAR ENVELOPE ( KIPS x 103 ) 0 1 2 3 45 BENDING MOMENT ENVELOPE ( KIP - FT x 106 ) Dynamic Response Envelopes Due to Extreme ...
... Extreme Wave Current Wind ( Run No. 4 ) . + Figure 14 . 0 10 20 30 DEFLECTION ENVELOPE ( FT ) 0 1234 NET SHEAR ENVELOPE ( KIPS x 103 ) 0 1 2 3 45 BENDING MOMENT ENVELOPE ( KIP - FT x 106 ) Dynamic Response Envelopes Due to Extreme ...
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 ẞ = 3.0 Failure probability P = 0.13-10-2 Variable ...
... 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 ẞ = 3.0 Failure probability P = 0.13-10-2 Variable ...
Contents
FLOATING PRODUCTION SYSTEMS | 1 |
OFFSHORE MECHANICS | 23 |
Early Production Systems in the North | 31 |
Copyright | |
37 other sections not shown
Other editions - View all
Common terms and phrases
adsorber amplitude analysis angle Arctic Engineering axial bending buoyancy cable calculated coefficient compliant tower components Conference on Offshore curve damage diameter displacement drag coefficient drilling dynamic effect equation equipment fatigue finite element flexible floating production flow function horizontal hydrodynamic installation jacket kips length linear liquid limit 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 Figure 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