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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):
Medium: journal article
Language(s): English
Published in: Computers & Structures, , n. 24-25, v. 81
Page(s): 2319-2330
DOI: 10.1016/s0045-7949(03)00315-8
Structurae cannot make the full text of this publication available at this time. The full text can be accessed through the publisher via the DOI: 10.1016/s0045-7949(03)00315-8.
  • About this
    data sheet
  • Reference-ID
    10281185
  • Published on:
    05/01/2019
  • Last updated on:
    05/01/2019
 
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