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By using the nonlinear optimization function quadprog in MATLAB, this optimization model can be solved.
The numerical analysis is conducted by using the nonlinear finite element package ANSYS.
The existence of nontrivial solution was established by using the nonlinear alternative of Leray-Schauder.
The synchronization between two reconstructed signals where evaluated by using the nonlinear correlation coefficient.
The static response of the structure is computed by using the nonlinear large displacement model.
In detail, the proposed method derives the inverse projection of the blurring process by using the nonlinear eigenspaces.
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T2 values of each sample were calculated from the captured MRI by fitting the decay curve on a pixel-by-pixel basis using the nonlinear monoexponential algorithm of M i = M0 × exp(− TE i / T2).
The nonlinear responses of guyed towers under static loads and under dynamic loads are investigated by using the developed nonlinear Finite Element Method (FEM).
The performance of the resulting controllers was verified in simulations by using the original nonlinear model.
The performance of this controller has been evaluated by using the original nonlinear models under load-following conditions.
The χ goodness-of-fit parameter was reduced by using the Marquardt nonlinear least-square algorithm.
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