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Numerical analysis of normal concrete lining strengthening methods under different damage levels

Author(s): ORCID (Department of Civil Engineering, Kunming University of Science and Technology, Kunming, China)
(Department of Civil Engineering, Kunming University of Science and Technology, Kunming, China)
ORCID (Department of Civil Engineering, Kunming University of Science and Technology, Kunming, China)
(Department of Civil Engineering, Kunming University of Science and Technology, Kunming, China)
(Department of Civil Engineering, Kunming University of Science and Technology, Kunming, China)
Medium: journal article
Language(s): English
Published in: Structure and Infrastructure Engineering, , n. 12, v. 17
Page(s): 1597-1611
DOI: 10.1080/15732479.2020.1817106
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: 10.1080/15732479.2020.1817106.
  • About this
    data sheet
  • Reference-ID
    10684874
  • Published on:
    21/06/2022
  • Last updated on:
    21/06/2022
 
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