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Experimental and numerical investigations on cyclic performance of L-shaped-CFT column frame-buckling restrained and unrestrained steel plate shear walls with partial double-side/four corner 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: 10.1016/j.jobe.2023.107568.
  • About this
    data sheet
  • Reference-ID
    10757061
  • Published on:
    14/01/2024
  • Last updated on:
    14/01/2024
 
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