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In addition, an associated consistent tangent matrix is derived.
An exact dynamic stiffness matrix is derived, which is used in finite element (FE) analysis.
The encoder generator matrix is derived from the inverse of portion of parity check matrix.
A sharper upper bound on the determinant of the related matrix is derived.
Then, the stabilizing feedback gain matrix is derived through LMI formulation.
Based on asymptotic analysis, a near-optimal unitary matrix is derived.
By using the homogenization method, the elasticity tensors are calculated and its compliance matrix is derived.
A pole-free dispersion function, efficiently computable from the FEM stiffness matrix, is derived.
The relation between the shifting functions and the stiffness matrix is derived.
The dynamic stiffness matrix is derived by use of the superposition method and the projection method.
The transfer matrix is derived based on Euler-Bernoulli's beam differential equation.
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