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Residual axial capacity of circular reinforced concrete columns subjected to contact explosions

Author(s): ORCID (School of Civil Engineering, Southeast University, Nanjing, China)
ORCID (School of Civil Engineering, Southeast University, Nanjing, China)
(School of Civil Engineering, Southeast University, Nanjing, China)
ORCID (Centre for Infrastructural Monitoring and Protection, School of Civil and Mechanical Engineering, Curtin University, Perth, WA, Australia)
ORCID (School of Highway, Chang’an University, Xi’an, China)
(China Design Group Co Ltd, Nanjing, China)
Medium: journal article
Language(s): English
Published in: Advances in Structural Engineering, , n. 7, v. 25
Page(s): 136943322210840
DOI: 10.1177/13694332221084028
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: 10.1177/13694332221084028.
  • About this
    data sheet
  • Reference-ID
    10663309
  • Published on:
    09/05/2022
  • Last updated on:
    28/05/2022
 
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