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 38
Page 405
... respectively the Figures 4 and 5. The displacements in calculated in in shown in those Figures are the frequency of the largest heave motion , in the usual frequency range of waves ( Fig . 3 ) . The riser length is 1000 meters ...
... respectively the Figures 4 and 5. The displacements in calculated in in shown in those Figures are the frequency of the largest heave motion , in the usual frequency range of waves ( Fig . 3 ) . The riser length is 1000 meters ...
Page 415
... respectively gross ultimate uplift capacity of a single pile and pile group , respectively center - to - center spacing degree of saturation S S r W moisture content W effective weight of piles in a group and the pile g cap W effective ...
... respectively gross ultimate uplift capacity of a single pile and pile group , respectively center - to - center spacing degree of saturation S S r W moisture content W effective weight of piles in a group and the pile g cap W effective ...
Page 562
... respectively , and the Gaussian and the mean curvatures of the faired surface are shown in Figures 11 and 12 respectively . An unwanted oscillation on the initial surface can be detected from the Gaussian curvature and the mean ...
... respectively , and the Gaussian and the mean curvatures of the faired surface are shown in Figures 11 and 12 respectively . An unwanted oscillation on the initial surface can be detected from the Gaussian curvature and the mean ...
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