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 324
... RATIO OF CURRENT FORCE TO MAXIMUM CURRENT FORCE = Figure 7 shows the results of the ratio of current force Fxc to the maximum current force F This is denoted by c . xcmax . Examining this figure it is clear that when the current is ...
... RATIO OF CURRENT FORCE TO MAXIMUM CURRENT FORCE = Figure 7 shows the results of the ratio of current force Fxc to the maximum current force F This is denoted by c . xcmax . Examining this figure it is clear that when the current is ...
Page 473
... RATIO RATIO external load plle forces Mo Mr EFFECT : Mr / Me sec . CASE $ 1 Straight - Pile System ' 18 1.00 1.00 24 WELLS ; 7,500T Payload CASE T1 ' Soft Telescope- 24 2.21 1.12 -Pile System ' ; 24 WELLS ; 7,500T Payload NORMALIZED ...
... RATIO RATIO external load plle forces Mo Mr EFFECT : Mr / Me sec . CASE $ 1 Straight - Pile System ' 18 1.00 1.00 24 WELLS ; 7,500T Payload CASE T1 ' Soft Telescope- 24 2.21 1.12 -Pile System ' ; 24 WELLS ; 7,500T Payload NORMALIZED ...
Page 588
... ratio between 10 and 50 and a L / R - ratio between 0.5 and 15 . NOMENCLATURE A , B , C : b : со : E fe : f CR K1 , K2 EEKL КУ Auxiliary parameters . Koiter's b - parameter . Coefficient , which depends on the type of support ...
... ratio between 10 and 50 and a L / R - ratio between 0.5 and 15 . NOMENCLATURE A , B , C : b : со : E fe : f CR K1 , K2 EEKL КУ Auxiliary parameters . Koiter's b - parameter . Coefficient , which depends on the type of support ...
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