Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 9American Society of Mechanical Engineers, 1990 - Arctic regions |
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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 |
Identification of NonLinear Effects in Predicting the Motion Response of Mobile Platforms | 337 |
RISERSMOORINGSCABLES | 345 |
Copyright | |
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amplitude analysis array axial beam Beaufort Sea behaviour bending moment bow quartering brace buoy buoyancy cable calculated compliant towers configuration curvature curve damping deck deflection developed diesel displacement distribution drag coefficient drillship dynamic Engineering environmental equation fatigue flexible riser force function heave horizontal hydrodynamic in-plane installation interaction jacket length linear load combination marine riser matrix maximum measured method mode mooring system Non-dim nonlinear obtained offshore structures Oseberg parameters phase pipe platform predicted problem Prudhoe Bay pycnocline ratio Rayleigh distribution relative response riser system riser tensioner rotating rubber fender seastates shaft shown in Figure simulation soil solution static stiffness Stirling Stirling Engine storage barge strain submarine surface Table template tension tests tion tower trawl Trondheim truss underwater values vector velocity vertical vessel water depth wave height wave load wave period