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Effect of Using Eccentric Braces with Different Link Lengths on the Seismic Demand of CFST Column-Composite Beam Frames Subjected to Near-Field and Far-Field Earthquakes

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/s40996-022-00994-8.
  • About this
    data sheet
  • Reference-ID
    10696927
  • Published on:
    12/12/2022
  • Last updated on:
    02/09/2023
 
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