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Using our previous estimate of K, we estimate λ by matching the solution of Eq. (7) with the observed C t) data.
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By matching the vibration solutions for lattice model (or FDM) and ENM, the Eringen's small length scale coefficient e0 is calibrated, which is a constant equal to 0.289, regardless of the vibration modes or boundary conditions.
The two approximate solutions, Equation 22 and Equation 23, are both accurate in the intermediate regime (N s α ) − 1 ≪ z ≪ z −, which allows us to determine the rate γ in Equation 22 by matching the two solutions.
A uniformly valid solution is constructed by matching the near field solution with the far field solution.
A uniformly valid solution is, to the second approximation, constructed by matching the near field solution with the far field solution.
The expansion coefficients are determined by solving an over-determined linear system of equations obtained by matching the assumed-form solution to a finite number of acoustic pressures measured in the field via least squares.
Using the Fourier-Bessel series solution and least squares approximation method, the mathematical problem is handled for solution by matching the velocity and pressure at the fluid-structure interfaces.
Assuming that the porous structure is made of materials having fine pores, the mathematical problem is handled for solution by matching the velocity and pressure at interface boundaries.
Each subplate buckling problem is solved exactly using the Levy approach and the two solutions brought together by matching the continuity equations at the separated interface.
The existing solutions for platform secure boot are based on verification by matching the reference measurements with the runtime measurements.
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