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 443
... nodes , either inside the legs for the leg cables , or in a recess provided in the node and located at the opposite end of the corresponding bracing . The cables run within a high density polyethylene duct and are grouted after ...
... nodes , either inside the legs for the leg cables , or in a recess provided in the node and located at the opposite end of the corresponding bracing . The cables run within a high density polyethylene duct and are grouted after ...
Page 484
... nodes . Each element includes eight nodes . Table 1 is for the added mass coefficient A22 and Table 2 is for the wave damping coefficient B ,, . We see that our results are in very good agreement with other previous results [ 16-18 ] ...
... nodes . Each element includes eight nodes . Table 1 is for the added mass coefficient A22 and Table 2 is for the wave damping coefficient B ,, . We see that our results are in very good agreement with other previous results [ 16-18 ] ...
Page 697
... nodes . Each node has a unique location in the local coordinate system specified by an ordered triple ( x , y , z ) . The connectivity of the plates is specified in an order such that the vector normal to the surface of the plate ...
... nodes . Each node has a unique location in the local coordinate system specified by an ordered triple ( x , y , z ) . The connectivity of the plates is specified in an order such that the vector normal to the surface of the plate ...
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