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Stability and dynamic response of Rayleigh beam–columns on an elastic foundation under moving loads of constant amplitude and harmonic variation

Author(s):
Medium: journal article
Language(s): English
Published in: Engineering Structures, , n. 6, v. 27
Page(s): 869-880
DOI: 10.1016/j.engstruct.2005.01.009
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/j.engstruct.2005.01.009.
  • About this
    data sheet
  • Reference-ID
    10160923
  • Published on:
    06/12/2018
  • Last updated on:
    06/12/2018
 
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