Exact(2)
The incremental form of nonlinear equations is obtained by Taylor series expansion and the tangent stiffness matrix is explicitly developed in two different ways within the framework of the local meshless method.
Selfing of each S1 or S2 individual in the relationship matrix is explicitly declared through identical male and female parents.
Similar(6)
The largest and the smallest non-zero singular values of each matrix are explicitly marked.
The element stiffness and mass matrices are explicitly derived via the numerical integration together with the differential quadrature (DQ) law.
The free vibration of loaded beams is formulated in a compact matrix form and all necessary matrices are explicitly given.
The advantage of our approach is that those matrices are explicitly provided.
where the matrix A is explicitly defined by A = | a − a c d n | (53).
The Hamiltonian matrix is never explicitly computed.
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