Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 10American Society of Mechanical Engineers, 1991 - Arctic regions |
From inside the book
Results 1-3 of 80
Page 555
... load model corre- sponds well to the shape of the load distribution for submerged and hydrodynamically strongly loaded cables and flexible risers such structures can be modelled by few elements . Some static examples are given to verify ...
... load model corre- sponds well to the shape of the load distribution for submerged and hydrodynamically strongly loaded cables and flexible risers such structures can be modelled by few elements . Some static examples are given to verify ...
Page 561
... load components for riser section 2. The load is dominated by the gravity load in the downward z - direction . Therefore , as seen from Figure 9 the new element has no advantage over the uniformly loaded catenary element . The ...
... load components for riser section 2. The load is dominated by the gravity load in the downward z - direction . Therefore , as seen from Figure 9 the new element has no advantage over the uniformly loaded catenary element . The ...
Page 575
... loads . Load 4.0 P / P 3.5 3.0- 2.5 ( 4 ) linear static analysis is performed for the structure subjected to gravity loading . The results are used as an initial condition for the subsequent dynamic analysis . 2.0- ( 5 ) 1.5 Present ...
... loads . Load 4.0 P / P 3.5 3.0- 2.5 ( 4 ) linear static analysis is performed for the structure subjected to gravity loading . The results are used as an initial condition for the subsequent dynamic analysis . 2.0- ( 5 ) 1.5 Present ...
Contents
CASE HISTORIES OFFSHORE STRUCTURES | 331 |
OFFSHORE TECHNOLOGY PART | 337 |
OFFSHORE STRUCTURE CONCEPTS | 361 |
Copyright | |
20 other sections not shown
Other editions - View all
Common terms and phrases
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