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 40
Page 372
... cable . In the present paper , first an improved cable element for static analysis of marine cable structures is presented . The element , which is a more complete implementation of O'Brien's work than is presently available , uses the ...
... cable . In the present paper , first an improved cable element for static analysis of marine cable structures is presented . The element , which is a more complete implementation of O'Brien's work than is presently available , uses the ...
Page 377
... Cable Structures , ' Computers & Structures , Vol . 14 , No. 3-4 , pp . 325-333 . Goodman , T. R. and Breslin , J.P. , 1976 , " Statics and Dynamics of Anchoring Cables in Waves , " Journal of Hydronautics 10 ( 4 ) : 113-120 . Kenison ...
... Cable Structures , ' Computers & Structures , Vol . 14 , No. 3-4 , pp . 325-333 . Goodman , T. R. and Breslin , J.P. , 1976 , " Statics and Dynamics of Anchoring Cables in Waves , " Journal of Hydronautics 10 ( 4 ) : 113-120 . Kenison ...
Page 614
... cable manufacturers have offered high density and supposedly impermeable polythene sheaths for corrosion protection of large diameter cables in very deep water applications . Under such conditions , the clench forces due to the ...
... cable manufacturers have offered high density and supposedly impermeable polythene sheaths for corrosion protection of large diameter cables in very deep water applications . Under such conditions , the clench forces due to the ...
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