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({mathbf {M}}), ({mathbf {K}}), ({mathbf {C}}), and ({mathbf {q}}) represent mass matrix, stiffness matrix, damping matrix, and variable vector, respectively.
varvec{M}{ddot{varvec{q}}} + varvec{Kq} = {mathbf{0,}} (3)where M, K and F stand for mass matrix, stiffness matrix and force vector, respectively.
Correspondingly, the mass matrix, stiffness matrix, displacement vectors, force vectors and so on, will be divided into sub-matrices and sub-vectors to solve the static system equations.
We investigate the influence of matrix stiffness, matrix architecture, and cell speed on migration using quantitative measures that allow us to compare the results to experiments.
By virtue of these functions, the equivalent mass matrix, stiffness matrix and external loading vector of one single coarse element can be determined easily.
The mass matrix, stiffness matrix, damping matrix, and force vector of coupled vehicle bridge systems are automatically assembled using the fully computerized approach and taking into account road surface roughness.
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Analytical formulations are developed to find the stiffness matrix, buckling stiffness matrix and mass matrix.
From above, the derivation of dynamic FEM solution requires to determine the mass matrix, damping matrix or stiffness matrix.
The coefficients of stiffness matrix and tangent stiffness matrix are presented along with nonlocal force vector.
This tool computes sectional properties including stiffness matrix, compliance matrix, mass matrix, and principal axes.
Where [B] = gradient matrix, (also called the strain matrix); [D] = drained constitutive matrix; [K] = stiffness matrix; [Ld] = coupling matrix; = incremental displacement vector; and {Δuw} = incremental pore-water pressure vector.
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