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Computational Model for the Flexural Capacity and Stiffness of Eccentric RHS X-Connections under Brace Out-of-Plane Bending Moment

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.0002507.
  • About this
    data sheet
  • Reference-ID
    10407895
  • Published on:
    04/01/2020
  • Last updated on:
    04/01/2020
 
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