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Experimental and Numerical Study of Press-Braked S690 High-Strength Steel Channel–Section Columns Failing by Minor-Axis Flexural Buckling

Author(s): ORCID

ORCID
Medium: journal article
Language(s): English
Published in: Journal of Structural Engineering (ASCE), , n. 8, v. 148
DOI: 10.1061/(asce)st.1943-541x.0003394
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: 10.1061/(asce)st.1943-541x.0003394.
  • About this
    data sheet
  • Reference-ID
    10677697
  • Published on:
    17/06/2022
  • Last updated on:
    17/06/2022
 
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