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Size effect and strain rate effect on seismic behavior of reinforced concrete beam‐column joints

Author(s): (Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education Beijing University of Technology Beijing China)
ORCID (Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education Beijing University of Technology Beijing China)
(Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education Beijing University of Technology Beijing China)
(Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education Beijing University of Technology Beijing China)
Medium: journal article
Language(s): English
Published in: Structural Concrete, , n. 3, v. 23
Page(s): 1453-1468
DOI: 10.1002/suco.202100670
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.202100670.
  • About this
    data sheet
  • Reference-ID
    10656225
  • Published on:
    17/02/2022
  • Last updated on:
    13/08/2022
 
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