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
... cable suspensions , both in- span and at support points , two cables were suspended across the outflow cooling canal of a power plant . Two cables and three support conditions were used . Motions of the cable were measured with ...
... cable suspensions , both in- span and at support points , two cables were suspended across the outflow cooling canal of a power plant . Two cables and three support conditions were used . Motions of the cable were measured with ...
Page 542
... cable did not contact the sand bank in - span of the 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 ...
... cable did not contact the sand bank in - span of the 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 ...
Page 543
... cable , and Figure 7 summaizes 502 samples from 84 minutes of data for List 1 cable . These two plots illustrate the distribution of the mean square displacement over the course of the experiments . These Figures show that for a ...
... cable , and Figure 7 summaizes 502 samples from 84 minutes of data for List 1 cable . These two plots illustrate the distribution of the mean square displacement over the course of the experiments . These Figures show that for a ...
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 beam behaviour bending stiffness cable calculated Campos Basin catenary coefficient compliant tower components 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 fluid force free-fall lifeboat frequency domain hydrodynamic hydrodynamic damping impact in-span installation jack jacket joint launch length lift force linear load Mathieu Mathieu equation measured Mechanics meters method mode mode shape motion natural frequency nodal nodes nonlinear obtained Offshore Structures OMAE operation oscillation parameters phase pile platform pressure rotation seabed semi-rigid 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