Proceedings of the ... International Conference on Offshore Mechanics and Arctic EngineeringAmerican Society of Mechanical Engineers, 1994 - Arctic regions |
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Page 284
... linear function , g ( . ) and f ( . ) are nonlinear functions . When the above nonlinear functions are asymmetrical , the response according to the Volterra theo- ry can be written in Eq . 2. Accordingly , the response of a non- linear ...
... linear function , g ( . ) and f ( . ) are nonlinear functions . When the above nonlinear functions are asymmetrical , the response according to the Volterra theo- ry can be written in Eq . 2. Accordingly , the response of a non- linear ...
Page 135
... Linear soil - structure interaction , Wheeler stretched wave model and nonlinear drag force . Linear soil ... Non Linear Gama 1.85 200 300 400 500 600 MN Shear Linear - Gama 1.85 difference is 3 % . However , for the base 135.
... Linear soil - structure interaction , Wheeler stretched wave model and nonlinear drag force . Linear soil ... Non Linear Gama 1.85 200 300 400 500 600 MN Shear Linear - Gama 1.85 difference is 3 % . However , for the base 135.
Page 136
... linear model . For y = 3 , the difference is almost 6 % . For the highest and the lowest values of y , the differences are less than 5 % also for the base shear . Table 2 Comparison between extreme response using linear and nonlinear ...
... linear model . For y = 3 , the difference is almost 6 % . For the highest and the lowest values of y , the differences are less than 5 % also for the base shear . Table 2 Comparison between extreme response using linear and nonlinear ...
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