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 26
... Yield 0.56 Ult . or 1.00 Yield 0.56 Ult . or 1.00 Yield Primary Membrane + Bending Primary Secondary Primary Secondary + Peak To Meet Fatigue Criteria 1.00 Ult . or 2.00 Yield Table 1 - Max Design ( W / O Pressure ) 0.50 Ult . or 0.89 Yield ...
... Yield 0.56 Ult . or 1.00 Yield 0.56 Ult . or 1.00 Yield Primary Membrane + Bending Primary Secondary Primary Secondary + Peak To Meet Fatigue Criteria 1.00 Ult . or 2.00 Yield Table 1 - Max Design ( W / O Pressure ) 0.50 Ult . or 0.89 Yield ...
Page 230
... yield over a considerable range of strain . According to critical state soil mechanics concepts ( 16 ) , under undrained conditions a yield condition would be indicated by a sharp increase in pore pressure and decrease in effective ...
... yield over a considerable range of strain . According to critical state soil mechanics concepts ( 16 ) , under undrained conditions a yield condition would be indicated by a sharp increase in pore pressure and decrease in effective ...
Page 454
... yield must be taken into account , because they form the real reserve . Therefore the structural model must consider ... yield surface I p The incremental change in generalized forces in the beam cross - section is parallel with the ...
... yield must be taken into account , because they form the real reserve . Therefore the structural model must consider ... yield surface I p The incremental change in generalized forces in the beam cross - section is parallel with the ...
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