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Influence of the column-to-beam flexural strength ratio on the failure mode of beam-column connections in RC frames

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/s11803-021-2030-y.
  • About this
    data sheet
  • Reference-ID
    10602260
  • Published on:
    17/04/2021
  • Last updated on:
    17/04/2021
 
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