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 O Figure 7 shows the results of the ratio of current force Fxc to the maximum current force Fxcmax . This is denoted by c . Examining this figure it is clear that when the current is ...
... RATIO OF CURRENT FORCE TO MAXIMUM CURRENT FORCE O Figure 7 shows the results of the ratio of current force Fxc to the maximum current force Fxcmax . This is denoted by c . 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 b Co Auxiliary parameters . A , B , C : : Koiter's b - parameter . : Coefficient , which depends the type of support . : Auxiliary parameters . : Et / 12 ( 1 ...
... ratio between 10 and 50 and a L / R - ratio between 0.5 and 15 . NOMENCLATURE b Co Auxiliary parameters . A , B , C : : Koiter's b - parameter . : Coefficient , which depends the type of support . : Auxiliary parameters . : Et / 12 ( 1 ...
Contents
COMPLIANT STRUCTURES | 313 |
PART | 314 |
NonLinear Dynamic Interaction Between Mooring Systems and Floating Structure Under | 337 |
Copyright | |
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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