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 . Koiter's b - parameter . Coefficient , which depends on the type of support . Auxiliary parameters . Modulus of elasticity . Et / 12 ( 1 - y2 ) Elastic , critical perfect cylinder . stress of Critical stress of cylinder ...
... parameters . Koiter's b - parameter . Coefficient , which depends on the type of support . Auxiliary parameters . Modulus of elasticity . Et / 12 ( 1 - y2 ) Elastic , critical perfect cylinder . stress of Critical stress of cylinder ...
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 |
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