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A Comparative Study on Shear Size Effect of Steel-And BFRP-RC Shear Walls Under Cyclic Lateral Loads

Author(s): (The key laboratory of Urban Security and Disaster Engineering, Beijing University of Technology, Beijing, China)
(The key laboratory of Urban Security and Disaster Engineering, Beijing University of Technology, Beijing, China)
(The key laboratory of Urban Security and Disaster Engineering, Beijing University of Technology, Beijing, China)
(The key laboratory of Urban Security and Disaster Engineering, Beijing University of Technology, Beijing, China)
ORCID (The key laboratory of Urban Security and Disaster Engineering, Beijing University of Technology, Beijing, China)
Medium: journal article
Language(s): English
Published in: Journal of Earthquake Engineering
Page(s): 1-24
DOI: 10.1080/13632469.2024.2333840
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: 10.1080/13632469.2024.2333840.
  • About this
    data sheet
  • Reference-ID
    10770837
  • Published on:
    29/04/2024
  • Last updated on:
    29/04/2024
 
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