Second order mode-finding method in dynamic stiffness matrix methods

Author:

Yuan Si,Ye Kangsheng,Williams F.W.

Publisher

Elsevier BV

Subject

Mechanical Engineering,Mechanics of Materials,Acoustics and Ultrasonics,Condensed Matter Physics

Reference13 articles.

1. An automatic computational procedure for calculating natural frequencies of skeletal structures;Williams;International Journal of Mechanical Sciences,1970

2. Reliable use of determinants to solve non-linear structural eigenvalue problems efficiently;Williams;International Journal for Numerical Methods in Engineering,1988

3. More efficient use of determinants to solve transcendental structural eigenvalue problems reliably;Kennedy;Computers and Structures,1991

4. A successive bounding method to find the exact eigenvalues of transcendental stiffness matrix formulations;Ye;International Journal for Numerical Methods in Engineering,1995

5. Exact buckling and frequency calculations surveyed;Williams;Journal of Structural Engineering, American Society of Civil Engineers,1983

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