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 56
Page 567
... EXPERIMENTAL RESULTS The The physical and material properties of the flexible pipe were measured directly from the sample . bending stiffness of the flexible pipe was approximately 1500 Nm2 after slipping taking place between the armour ...
... EXPERIMENTAL RESULTS The The physical and material properties of the flexible pipe were measured directly from the sample . bending stiffness of the flexible pipe was approximately 1500 Nm2 after slipping taking place between the armour ...
Page 654
... experimental results . In particular , the calcu- lated results in the case of the forward speed of 3 knots give a good explanation for the experimental results . Further , in the cases of the forward speeds of 0 knot ( Fn = 0.0 ) and 6 ...
... experimental results . In particular , the calcu- lated results in the case of the forward speed of 3 knots give a good explanation for the experimental results . Further , in the cases of the forward speeds of 0 knot ( Fn = 0.0 ) and 6 ...
Page 655
... experimental results with the forward speed of 6 knots ( Fn = 0.11 ) , a wave- less point appears when KeL = 2.5 . = Figure 8 shows the calculated results and the experimental results for the pitch mode . When the calculated results are ...
... experimental results with the forward speed of 6 knots ( Fn = 0.11 ) , a wave- less point appears when KeL = 2.5 . = Figure 8 shows the calculated results and the experimental results for the pitch mode . When the calculated results are ...
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