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Evaluation of the vertical load capacity of masonry arch bridges strengthened with FRCM or SFRM by limit analysis

Author(s):



Medium: journal article
Language(s): English
Published in: Engineering Structures, , v. 225
Page(s): 111135
DOI: 10.1016/j.engstruct.2020.111135
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.2020.111135.
  • About this
    data sheet
  • Reference-ID
    10443744
  • Published on:
    05/10/2020
  • Last updated on:
    05/10/2020
 
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