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A novel analytical formulation for the stiffness of the component column web panel in shear with additional plates in bolted steel joints.

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.engstruct.2024.117856.
  • About this
    data sheet
  • Reference-ID
    10769646
  • Published on:
    29/04/2024
  • Last updated on:
    29/04/2024
 
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