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Experimental and theoretical analysis for steel CHS K‐shaped joints stiffened with joint plates

Author(s): (College of Civil Engineering, Research Center of Tower Mast Structure Nanjing Tech University Nanjing China)
ORCID (College of Civil Engineering, Research Center of Tower Mast Structure Nanjing Tech University Nanjing China)
(China Information Technology Designing & Consulting Institute Co., Solution center, Ltd. Nanjing China)
(College of Civil Engineering, Research Center of Tower Mast Structure Nanjing Tech University Nanjing China)
Medium: journal article
Language(s): English
Published in: The Structural Design of Tall and Special Buildings, , n. 2, v. 31
DOI: 10.1002/tal.1900
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.1900.
  • About this
    data sheet
  • Reference-ID
    10636817
  • Published on:
    30/11/2021
  • Last updated on:
    10/01/2022
 
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