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The formulation of the location-dependent linear, nonlinear stiffness and mass matrices due to non-homogeneous material properties and the temperature-dependent recovery stress stiffness matrix were derived.
The formulation of the location-dependent stiffness matrix due to non-homogeneous material properties and the temperature-dependent recovery stress stiffness matrix were derived.
The rules to construct the TA matrix were derived.
Rules to construct the TA matrix were derived and implemented.
To construct a distance tree, a Pearson correlation-based distance matrix and a Euclidean distance matrix were derived from the original supermatrix using the statistical package R (http://www.R-project.org, R Development Core Team, 2006).
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In addition, an associated consistent tangent matrix is derived.
The stiffness matrix and mass matrix are derived, and the structural dynamics is modeled.
The encoder generator matrix is derived from the inverse of portion of parity check matrix.
An exact dynamic stiffness matrix is derived, which is used in finite element (FE) analysis.
By using the homogenization method, the elasticity tensors are calculated and its compliance matrix is derived.
A sharper upper bound on the determinant of the related matrix is derived.
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