Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 9American Society of Mechanical Engineers, 1990 - Arctic regions |
From inside the book
Results 1-3 of 51
Page 357
... performed by COFLEXIP R & D department . For this test case the main conclusion of our enquiry is that presently no commercial package gives a completely accurate pattern of such a system : variable contact with an arbitrary rigid ...
... performed by COFLEXIP R & D department . For this test case the main conclusion of our enquiry is that presently no commercial package gives a completely accurate pattern of such a system : variable contact with an arbitrary rigid ...
Page 394
... performed and the eigenvalues are listed in Table II . The in - plane and the out - of - plane modes are indicated . The corresponding mode shapes of mode No. 7-10 are shown in Figure 9. Clearly , several modes of oscillation will be ...
... performed and the eigenvalues are listed in Table II . The in - plane and the out - of - plane modes are indicated . The corresponding mode shapes of mode No. 7-10 are shown in Figure 9. Clearly , several modes of oscillation will be ...
Page 442
... performed . The dynamic analysis is performed for the following purposes : determine the free vibration properties of the platform determine the dynamic amplification of MSF responses due to wave loads in assessment of fatigue life of ...
... performed . The dynamic analysis is performed for the following purposes : determine the free vibration properties of the platform determine the dynamic amplification of MSF responses due to wave loads in assessment of fatigue life of ...
Contents
COMPLIANT STRUCTURES | 313 |
PART | 314 |
NonLinear Dynamic Interaction Between Mooring Systems and Floating Structure Under | 337 |
Copyright | |
28 other sections not shown
Other editions - View all
Common terms and phrases
added mass amplitude analysis axial B-spline beam Beaufort Sea behaviour bending bending moment bow quartering brace buoy buoyancy cable calculated coefficient compliant towers configuration curvature curve cylinder damping deck deflection developed displacement drag drag coefficient drillship dynamic effects elements Engineering environmental equation fatigue flexible riser force frequency function Gaussian curvature hull hydrodynamic in-plane installation interaction linear load combination marine matrix maximum Measured Potential Inc method mooring system Non-dim nonlinear obtained offshore structures Oseberg parameters platform predicted problem Prudhoe Bay pycnocline ratio riser system riser tensioner rotation rubber fender seastates shaft shown in Figure simulation solution static stiffness Stirling Stirling Engine storage barge strain stress submarine surface SWATH tension tests truss underwater vector velocity velocity potential vertical vessel Viscous vortex water depth wave height wave loads wave period wind/wave