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CFRP confinement of bridge columns damaged by premature concrete deterioration: a case study in Texas

Author(s):

Medium: journal article
Language(s): English
Published in: Structure and Infrastructure Engineering, , n. 2, v. 2
Page(s): 153-156
DOI: 10.1080/15732470500253008
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: 10.1080/15732470500253008.
  • About this
    data sheet
  • Reference-ID
    10142984
  • Published on:
    06/12/2018
  • Last updated on:
    06/12/2018
 
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