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Shear capacity estimation of core steel tube reinforced PCCC column-beam interior joint under quasi-static load

Author(s): ORCID (School of Civil Engineering and Architecture, Anhui University of Technology, Maanshan, China)
ORCID (School of Civil Engineering and Architecture, Anhui University of Technology, Maanshan, China)
(School of Civil Engineering and Architecture, Anhui University of Technology, Maanshan, China)
(School of Civil Engineering and Architecture, Anhui University of Technology, Maanshan, China)
(School of Civil Engineering and Architecture, Anhui University of Technology, Maanshan, China)
Medium: journal article
Language(s): English
Published in: Advances in Structural Engineering, , n. 9, v. 26
Page(s): 1696-1713
DOI: 10.1177/13694332231174253
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: 10.1177/13694332231174253.
  • About this
    data sheet
  • Reference-ID
    10725670
  • Published on:
    30/05/2023
  • Last updated on:
    02/09/2023
 
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