3. Transformation based method
Symmetric eigenvalue problem given by
Where [M] = I
And We have
If we scale eigenvector such that
And we arrange together individual eigenvectors as
columns of a matrix, we can write
7. Consider eigenvlaue problem in its standard form
[ ] is formed such way to make any one off diagonal element zero.
1T
8. [T] is formed to make another element to zero in this stage the
previous element may become non-zero. Thus we need to perform
several iterations and compute
After several such sweep we will get “effectively diagonalised”
matrix.
9. Jacobi method to the non
standard eigenvalue problem
To make kij and mij vanish. Let us write transformation
matrix as
10. We can write
From this
Values of α and β obtained in such a way that
And
11. References
P. Seshu, Textbook of Finite Element Analysis.
Bathe J. K, Finite Element Procedures