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Influence of shear connector type and degree on semi-rigid joints of composite cold-formed steel beam-to-column connections

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: 10.1007/s41024-024-00457-9.
  • About this
    data sheet
  • Reference-ID
    10785161
  • Published on:
    20/06/2024
  • Last updated on:
    20/06/2024
 
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