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Behavior of circular ultra-high-strength concrete-filled steel tube columns subjected to combined high-axial and cyclic lateral loads

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: 10.1016/j.jobe.2024.110442.
  • About this
    data sheet
  • Reference-ID
    10792668
  • Published on:
    01/09/2024
  • Last updated on:
    01/09/2024
 
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