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 anchor Arctic Engineering axial bending blades buoy buoyancy calculations catenary chain coefficient compliant tower components cost curve damage deck diameter displacement drilling dynamic effect equation equipment fatigue field finite element flexible floating production flow flowlines function Gulf of Mexico hydrodynamic inspection installation KAIMEI Kips line tension linear load mass matrix maximum measured Mechanics and Arctic method mode mode shapes model tests mooring line mooring system motion nonlinear North Sea Offshore Mechanics Offshore Platform Offshore Technology Conference operating parameters Penrod 72 performance pile pipe pipe materials pipeline pressure production riser random wave ratio response riser joints RPIT semisubmersible shear shear modulus shear strength shown in Figure soil static stiffness stress structure subsea surface syntactic foam technique tendon tension tether tooth turbine uranium vane vessel water depth wave forces wave power weight wellhead