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Seismic Behaviors and Resilience of Concrete-encased Concrete-Filled Steel Tubular Columns with Debonded High-Strength Rebars: Experiment and Assessment

Author(s): (Guangdong Provincial Key Laboratory of Durability for Marine Civil Engineering, College of Civil and Transportation Engineering, Shenzhen University, Shenzhen, Guangdong Province, China)
(Department of Architecture, Graduate School of Engineering, Kobe University, Kobe, Japan)
Medium: journal article
Language(s): English
Published in: Journal of Earthquake Engineering, , n. 15, v. 26
Page(s): 1-27
DOI: 10.1080/13632469.2021.1989345
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: 10.1080/13632469.2021.1989345.
  • About this
    data sheet
  • Reference-ID
    10660538
  • Published on:
    28/03/2022
  • Last updated on:
    10/12/2022
 
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