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 113
... determined . The axial tension of the pipeline and the radius of curvature ( R2 ) are determined so as not to fail by tension and flexural force . The radius of curvature of the pipeline ( R3 ) is determined so as not to fail by fatigue ...
... determined . The axial tension of the pipeline and the radius of curvature ( R2 ) are determined so as not to fail by tension and flexural force . The radius of curvature of the pipeline ( R3 ) is determined so as not to fail by fatigue ...
Page 142
... determined by an analogy of this system with an electrical network . Once the tooth load distribution is known , the nominal stress at each tooth can be determined . The peak local stress at each tooth can then be calculated as the ...
... determined by an analogy of this system with an electrical network . Once the tooth load distribution is known , the nominal stress at each tooth can be determined . The peak local stress at each tooth can then be calculated as the ...
Page 265
... determined . This is justified since peaks are shown to be normally distributed . The expected maximum determined from : can response E ( x ) E ( x ) = μ + Cσ where = parent sample mean σ = standard deviation C = a multiplier to be ...
... determined . This is justified since peaks are shown to be normally distributed . The expected maximum determined from : can response E ( x ) E ( x ) = μ + Cσ where = parent sample mean σ = standard deviation C = a multiplier to be ...
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