Use of effective stiffness matrix for the free vibration analyses of a non-uniform cantilever beam carrying multiple two degree-of-freedom spring–damper–mass systems
Author(s): |
Jia-Jang Wu
|
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Medium: | journal article |
Language(s): | English |
Published in: | Computers & Structures, September 2003, n. 24-25, v. 81 |
Page(s): | 2319-2330 |
DOI: | 10.1016/s0045-7949(03)00315-8 |
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10281185 - Published on:
05/01/2019 - Last updated on:
05/01/2019