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 368
... parameters of con- cern are given in Table 9. Here , the 100 years return period amplitudes are given , and parameters to define the design storm conditions are listed . TABLE 9 Results from simplified long - term statistics 10 -3 10 ...
... parameters of con- cern are given in Table 9. Here , the 100 years return period amplitudes are given , and parameters to define the design storm conditions are listed . TABLE 9 Results from simplified long - term statistics 10 -3 10 ...
Page 588
... parameters . A , B , C : : Koiter's b - parameter . : Coefficient , which depends the type of support . : Auxiliary parameters . : Et / 12 ( 1- V2 ) Elastic , critical perfect cylinder . E fe CR KY , K1 , K2 : Modulus of elasticity . on ...
... parameters . A , B , C : : Koiter's b - parameter . : Coefficient , which depends the type of support . : Auxiliary parameters . : Et / 12 ( 1- V2 ) Elastic , critical perfect cylinder . E fe CR KY , K1 , K2 : Modulus of elasticity . on ...
Page 625
... parameters has been proposed . Some of these methods even use different relaxation parameters for different degrees of freedom in the global discrete system . It should be noted that by taking wi equal to 1 , the relaxation algorithm ...
... parameters has been proposed . Some of these methods even use different relaxation parameters for different degrees of freedom in the global discrete system . It should be noted that by taking wi equal to 1 , the relaxation algorithm ...
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