Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 10American Society of Mechanical Engineers, 1991 - Arctic regions |
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Page 541
... Point Support Point Cable Termination 0.61 m Figure 10. 1991 OMAE - Volume I - B , Offshore Technology ASME 1991 ABSTRACT To quantify the vortex - induced vibrations of undersea cable suspensions , both in- span and at support points ...
... Point Support Point Cable Termination 0.61 m Figure 10. 1991 OMAE - Volume I - B , Offshore Technology ASME 1991 ABSTRACT To quantify the vortex - induced vibrations of undersea cable suspensions , both in- span and at support points ...
Page 542
... support point . For both the rock and sand support the cable was supported over a 0.9144 to 1.2192 meter section of sand in the box before going into suspension . The cables were suspended over the support points , across the river span ...
... support point . For both the rock and sand support the cable was supported over a 0.9144 to 1.2192 meter section of sand in the box before going into suspension . The cables were suspended over the support points , across the river span ...
Page 543
... support conditions and current profiles the motion of the 450 cable at the supports was at or below the measurement ... point motion for the List 1 cable occurred on sand and was 7 percent of the mean square displacement measured 3.6576 m in ...
... support conditions and current profiles the motion of the 450 cable at the supports was at or below the measurement ... point motion for the List 1 cable occurred on sand and was 7 percent of the mean square displacement measured 3.6576 m in ...
Contents
CASE HISTORIES OFFSHORE STRUCTURES | 331 |
OFFSHORE TECHNOLOGY PART | 337 |
OFFSHORE STRUCTURE CONCEPTS | 361 |
Copyright | |
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acceleration accelerometers added mass amplitude axial behaviour bending stiffness cable calculated Campos Basin catenary coefficient components coordinate curvature curves cylinder damping ratio deck deformation developed diameter displacement drag drag coefficient dynamic analysis dynamic response effect Ekofisk elastic Engineering equation finite element finite element method flexible pipe flexible riser fluid free-fall lifeboat frequency domain hydrodynamic hydrodynamic damping impact in-span installation jack jacket joint launch length lifeboat lift force linear load Mathieu Mathieu equation measured Mechanics meters method mode mode shape motion natural frequency nodal nodes nonlinear obtained Offshore Structures Offshore Technology ASME OMAE operation oscillation parameters phase pile platform pressure ratio rotation seabed shear shown in Figure skin friction soil solution SPUS static analysis stiffness matrix submarine subsea support point tension tether torque transverse values vector velocity vertical vessel vibration Volume I-B water depth