Proceedings of the ... International Conference on Offshore Mechanics and Arctic EngineeringAmerican Society of Mechanical Engineers, 1994 - Arctic regions |
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Page 459
... expressed as a function of the axial force : H H 1 k = N ( 35 ) 1- NE where Ng is the Euler force . The common interaction formula then becomes : N M + k ≤ 1.0 Να Ma ( 36 ) B B Fig . 19. Width ( b ) , height ( h ) and thickness ( t ) ...
... expressed as a function of the axial force : H H 1 k = N ( 35 ) 1- NE where Ng is the Euler force . The common interaction formula then becomes : N M + k ≤ 1.0 Να Ma ( 36 ) B B Fig . 19. Width ( b ) , height ( h ) and thickness ( t ) ...
Page 126
... expression : k2 n √E ( 8 ) ( 6 ) where Damping ratio ( % ) 12 Lower limit soil Damping ( % ) = 1.4 + 10 * load factor ∞ k Σ N , QA 4 i = 1 E ( QA ) ( 7 ) k Σ Ν 0 i = 1 0 0.2 0.4 0.6 0.8 1.0 Load factor and E ( 8 " ) is expressed ...
... expression : k2 n √E ( 8 ) ( 6 ) where Damping ratio ( % ) 12 Lower limit soil Damping ( % ) = 1.4 + 10 * load factor ∞ k Σ N , QA 4 i = 1 E ( QA ) ( 7 ) k Σ Ν 0 i = 1 0 0.2 0.4 0.6 0.8 1.0 Load factor and E ( 8 " ) is expressed ...
Page 273
... expressed as NS " = C ( 10 ) where m and C are parameters that depend on the material quality and the character of the loading . In this study they are considered as given constants . The expected accumulated fatigue damage for a given ...
... expressed as NS " = C ( 10 ) where m and C are parameters that depend on the material quality and the character of the loading . In this study they are considered as given constants . The expected accumulated fatigue damage for a given ...
Contents
OCEAN WAVES AND ENERGY | 1 |
Load Control Method and Its Realization on an OWC Wave Power Converter | 19 |
Nonlinearity in CrestTrough Statistics of Bretschneider Seas | 27 |
Copyright | |
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added mass amplitude analysis ASME boundary conditions buoy calculated Circular Cylinder compliant tower components correlation length curve deck diameter diffraction dimensionless drag coefficient drag force drift force dynamic effects Engineering envelope equation experimental Figure fluid Fluid Mechanics free surface heave Hilbert transform horizontal hydrodynamic hydrodynamic force incident wave increase installation interaction irregular waves lift coefficient lift force linear load control lock-in matrix maximum measured method model tests modes mooring line nonlinear obtained Ocean Offshore Technology OMAE oscillating cylinder parameters peak phase pipe platform predicted present pressure problem quadratic Quickwave random ratio response Reynolds number riser seastate second-order shear shedding frequency shown simulation solution spectral spectrum stationary cylinder stiffeners Strouhal Strouhal number transfer function transverse turbulence uniform flow values velocity potential vertical vibration vortex shedding water depth Wave Force wave frequency wave power