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An analytical algorithm for deriving the lateral bending’s natural frequencies and modal shapes of a three-tower double-cable suspension bridge

Author(s):


Medium: journal article
Language(s): English
Published in: Structures, , v. 40
Page(s): 1078-1090
DOI: 10.1016/j.istruc.2022.04.080
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.istruc.2022.04.080.
  • About this
    data sheet
  • Reference-ID
    10678752
  • Published on:
    18/06/2022
  • Last updated on:
    18/06/2022
 
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