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Increasing the flexural capacity of RC beams using steel angles and pre-tensioned stainless steel ribbons

Author(s):


Medium: journal article
Language(s): English
Published in: Structural Concrete, , n. 5, v. 17
Page(s): 848-857
DOI: 10.1002/suco.201500187
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: 10.1002/suco.201500187.
  • About this
    data sheet
  • Reference-ID
    10083642
  • Published on:
    11/11/2018
  • Last updated on:
    11/11/2018
 
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