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Dynamic stiffness analysis of axially loaded non-uniform Timoshenko columns

✍ Scribed by A.Y.T. Leung; W.E. Zhou

Book ID
103485393
Publisher
Elsevier Science
Year
1995
Tongue
English
Weight
736 KB
Volume
56
Category
Article
ISSN
0045-7949

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πŸ“œ SIMILAR VOLUMES

Dynamic stiffness for piecewise non-unif
Dynamic stiffness for piecewise non-uniform Timoshenko column by power seriesβ€”part I: Conservative axial force
✍ A. Y. T. Leung; W. E. Zhou; C. W. Lim; R. K. K. Yuen; U. Lee πŸ“‚ Article πŸ“… 2001 πŸ› John Wiley and Sons 🌐 English βš– 265 KB

## Abstract The dynamic stiffness method uses the solutions of the governing equations as shape functions in a harmonic vibration analysis. One element can predict many modes exactly in the classical sense. The disadvantages lie in the transcendental nature and in the need to solve a non‐linear eig

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Free vibration analysis of axially loaded cracked Timoshenko beam structures using the dynamic stiffness method
✍ E. Viola; P. Ricci; M.H. Aliabadi πŸ“‚ Article πŸ“… 2007 πŸ› Elsevier Science 🌐 English βš– 531 KB

In this article, the purpose is to investigate the changes in the magnitude of natural frequencies and modal response introduced by the presence of a crack on an axially loaded uniform Timoshenko beam using a particular member theory. A new and convenient procedure based on the coupling of dynamic s