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
... drag forces would require multiple elements even for a single 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 ...
... drag forces would require multiple elements even for a single 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 ...
Page 373
... drag forces based on the ( constant ) drag coefficients CDn and CDt . For example , the distributed normal drag force is given by W2 = 1⁄2 P CDn D || Vn || Vn n where 1 / f22 is the out - of - plane geometric stiffness . The subsegment ...
... drag forces based on the ( constant ) drag coefficients CDn and CDt . For example , the distributed normal drag force is given by W2 = 1⁄2 P CDn D || Vn || Vn n where 1 / f22 is the out - of - plane geometric stiffness . The subsegment ...
Page 385
... drag coefficient of one buoyancy element drag coefficient of N buoyancy elements outer diameter of buoyancy elements interaction factor 2πXO / D mechanical mass of oscillatory system added mass of oscillatory system Mm + Ma number of ...
... drag coefficient of one buoyancy element drag coefficient of N buoyancy elements outer diameter of buoyancy elements interaction factor 2πXO / D mechanical mass of oscillatory system added mass of oscillatory system Mm + Ma number of ...
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