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Size effect of circular concrete‐filled stainless steel tubular short columns under axial compression

Author(s): (Space Structures Research Center Guizhou University Guiyang China)
(Space Structures Research Center Guizhou University Guiyang China)
ORCID (Space Structures Research Center Guizhou University Guiyang China)
Medium: journal article
Language(s): English
Published in: The Structural Design of Tall and Special Buildings, , n. 1, v. 32
DOI: 10.1002/tal.1983
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: 10.1002/tal.1983.
  • About this
    data sheet
  • Reference-ID
    10696014
  • Published on:
    11/12/2022
  • Last updated on:
    16/12/2022
 
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