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An analytical algorithm for reasonable central tower stiffness in the three-tower suspension bridge with unequal-length main spans

Author(s):



Medium: journal article
Language(s): English
Published in: Engineering Structures, , v. 199
Page(s): 109595
DOI: 10.1016/j.engstruct.2019.109595
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.2019.109595.
  • About this
    data sheet
  • Reference-ID
    10552159
  • Published on:
    21/01/2021
  • Last updated on:
    19/02/2021
 
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