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 498
... wires and may be helically laid to limit stresses in individual wires when the cable is tensioned or bent . The use of wire " keystones " shown in Figures 3 and 4 permits the use of a hollow duct at the center of the cable . A duct is ...
... wires and may be helically laid to limit stresses in individual wires when the cable is tensioned or bent . The use of wire " keystones " shown in Figures 3 and 4 permits the use of a hollow duct at the center of the cable . A duct is ...
Page 500
... wire area ; J ; wire polar moment of inertia ; E ; = wire secant tensile modulus ; G1 = wire shear modulus . The quantities inside the parentheses of equations ( 13-15 ) are the wire axial strain , change of wire curvature , and change ...
... wire area ; J ; wire polar moment of inertia ; E ; = wire secant tensile modulus ; G1 = wire shear modulus . The quantities inside the parentheses of equations ( 13-15 ) are the wire axial strain , change of wire curvature , and change ...
Page 506
... Wire Cables , " Journal of the Engineering Mechanics Division , ASCE , Vol . 102 , EM1 , 1976 , pp . 171-181 . Eaton ... Wire Ropes , " Wire and Wire Products , Vol . 26 , September , 1951 , pp . 766-767 , 799-801 . Hruska , F.H. ...
... Wire Cables , " Journal of the Engineering Mechanics Division , ASCE , Vol . 102 , EM1 , 1976 , pp . 171-181 . Eaton ... Wire Ropes , " Wire and Wire Products , Vol . 26 , September , 1951 , pp . 766-767 , 799-801 . Hruska , F.H. ...
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