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Formulation and solution of the non-linear, damped eigenvalue problem for skeletal systems

✍ Scribed by H. A. Smith; R. K. Singh; D. C. Sorensen


Publisher
John Wiley and Sons
Year
1995
Tongue
English
Weight
911 KB
Volume
38
Category
Article
ISSN
0029-5981

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An efficient method for the determination of the eigenvalues and eigenvectors of lightly damped systems is developed by means of a perturbation technique. The second order matrix differential equation containing mass, stiffness and damping matrices is normally transformed into a first-order state eq