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 133
... relative displacements used to determine member stresses may be larger . The amount of relative member displacement would depend on the tower configuration ; the Guyed Tower " rigid " sway - type modes would influence relative ...
... relative displacements used to determine member stresses may be larger . The amount of relative member displacement would depend on the tower configuration ; the Guyed Tower " rigid " sway - type modes would influence relative ...
Page 211
... relative energy concept , the single parameter is defined by B ( = mgR / kT ) , where m is the mass of an imaginary ... Relative Energy Concept ground In steady state problems Houston , Texas - February 7-12 , 1988 211 Mechanical ...
... relative energy concept , the single parameter is defined by B ( = mgR / kT ) , where m is the mass of an imaginary ... Relative Energy Concept ground In steady state problems Houston , Texas - February 7-12 , 1988 211 Mechanical ...
Page 539
... relative elongation : 0.244 10 Substitution in the equations ( 4−23 ) , ( 4−24 ) , ( 4−5 ) and ( 4−3 ) gives for the bundle : relative elongation : 0.327 10 relative rotation -0.560 10 rad / m ( 32 deg . per km ) linear load : q ...
... relative elongation : 0.244 10 Substitution in the equations ( 4−23 ) , ( 4−24 ) , ( 4−5 ) and ( 4−3 ) gives for the bundle : relative elongation : 0.327 10 relative rotation -0.560 10 rad / m ( 32 deg . per km ) linear load : q ...
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