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The controller must not respond to zero mean high frequency motions caused by first order wave forces.
At higher frequencies, above about 1.5 kHz, the rail cross-section deforms and many higher order wave types exist.
High order finite difference approximations are derived for the second order wave equation with discontinuous coefficients, on rectangular geometries.
For global existence and asymptotic behavior of solutions to more higher order wave equations, we refer to [7 14] and references therein.
Time dependent Stokes equations in [2] and second order wave equations in [3] are discretized by Euler's implicit scheme in time and standard finite elements in space.
With force coefficient results, a loading scheme was developed for a prototype oyster grow out structure by applying Stoke's second order wave theory and the Morison equation.
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Surface waves are described by Stokes' second-order wave theory.
It is obvious that (1.1) is a fourth-order wave equation.
The 'saddle point approximation' is applied to a second-order wave model to estimate the pdf.
A second-order wave equation for viscous and homogeneous fluids is used.
A time stable discretization is derived for the second-order wave equation with discontinuous coefficients.
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