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The matrix perturbation technique and the geometric theory are used to study the occurring mechanism of the two phenomena.
An investigation is made of an efficient matrix perturbation technique for structural dynamic modification in this paper.
In the proposed method, the interval random matrix and vector are expanded by the first-order Taylor series and the sound pressure response vector is obtained by the matrix perturbation technique.
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We present a perturbation technique.
The measurement uses resonant cavity perturbation technique.
Using the theory of matrix perturbation analysis, Eqs.
The multiple time scale perturbation technique is applied throughout.
Applying perturbation technique, perturbation stress and electric displacement fields are obtained.
The solution is obtained by a perturbation technique.
A perturbation technique for computing normal forms is presented.
Within the UPMP approach, matrix perturbation theory is adopted in combination with the mathematical programming approach.
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