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 75
Page 346
... shows an example of surge motion obtained by both devices . It is obvious that the surge motion measured by ultrasonic position meter includes the low frequency component . To compare the both results , the low frequency component shown ...
... shows an example of surge motion obtained by both devices . It is obvious that the surge motion measured by ultrasonic position meter includes the low frequency component . To compare the both results , the low frequency component shown ...
Page 347
... shows the 1/3 significant values of mooring line tesion for various significant wave heights obtained from the data ... shows the result of Rayleigh method . The measured 1 / n th highest peak values are much greater than that of ...
... shows the 1/3 significant values of mooring line tesion for various significant wave heights obtained from the data ... shows the result of Rayleigh method . The measured 1 / n th highest peak values are much greater than that of ...
Page 655
... shows the calculated results and the experimental results for the pitch mode . When the calculated results are compared with the experimental results , both show almost the same tendencies ; however , the calculated results show smaller ...
... shows the calculated results and the experimental results for the pitch mode . When the calculated results are compared with the experimental results , both show almost the same tendencies ; however , the calculated results show smaller ...
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