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Experimental study on seismic performance of partially precast steel fiber high-strength concrete columns with high-strength steel bars

Author(s): (Key Laboratory of Urban Security and Disaster Engineering of the Ministry of Education, Beijing University of Technology, Beijing, China)
(Key Laboratory of Urban Security and Disaster Engineering of the Ministry of Education, Beijing University of Technology, Beijing, China)
(Key Laboratory of Urban Security and Disaster Engineering of the Ministry of Education, Beijing University of Technology, Beijing, China)
(Key Laboratory of Urban Security and Disaster Engineering of the Ministry of Education, Beijing University of Technology, Beijing, China)
Medium: journal article
Language(s): English
Published in: Advances in Structural Engineering, , n. 12, v. 24
Page(s): 136943322110115
DOI: 10.1177/13694332211011551
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: 10.1177/13694332211011551.
  • About this
    data sheet
  • Reference-ID
    10607247
  • Published on:
    15/05/2021
  • Last updated on:
    02/09/2021
 
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