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Study on shear capacity of prestressed composite joints with concrete-encased CFST columns

Author(s): (College of Civil Science and Engineering, Yangzhou University, Yangzhou, Jiangsu, China)
(College of Civil Science and Engineering, Yangzhou University, Yangzhou, Jiangsu, China)
ORCID (College of Civil Science and Engineering, Yangzhou University, Yangzhou, Jiangsu, China)
(School of Civil Engineering, Shandong Jianzhu University, Jinan, Shandong, China)
(College of Civil Science and Engineering, Yangzhou University, Yangzhou, Jiangsu, China)
(College of Civil Science and Engineering, Yangzhou University, Yangzhou, Jiangsu, China)
Medium: journal article
Language(s): English
Published in: Advances in Structural Engineering, , n. 11, v. 24
Page(s): 136943322110005
DOI: 10.1177/13694332211000558
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: 10.1177/13694332211000558.
  • About this
    data sheet
  • Reference-ID
    10601319
  • Published on:
    17/04/2021
  • Last updated on:
    26/08/2021
 
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