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Effect of the Traffic Load Distribution on the Progressive Collapse of a Cable-Stayed Bridge Under Blast Load

Author(s): ORCID


Medium: journal article
Language(s): English
Published in: International Journal of Steel Structures, , n. 6, v. 21
Page(s): 1937-1952
DOI: 10.1007/s13296-021-00544-4
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: 10.1007/s13296-021-00544-4.
  • About this
    data sheet
  • Reference-ID
    10637002
  • Published on:
    30/11/2021
  • Last updated on:
    30/11/2021
 
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