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Numerical study on post-fracture redundancy of the two-girder steel-concrete composite highway bridges

Author(s):



Medium: journal article
Language(s): English
Published in: International Journal of Steel Structures, , n. 4, v. 13
Page(s): 671-681
DOI: 10.1007/s13296-013-4008-8
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: 10.1007/s13296-013-4008-8.
  • About this
    data sheet
  • Reference-ID
    10117452
  • Published on:
    10/12/2018
  • Last updated on:
    10/12/2018
 
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