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Behavior of eccentrically loaded circular CFRP-steel composite tubed steel-reinforced high-strength concrete columns

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.jcsr.2020.106101.
  • About this
    data sheet
  • Reference-ID
    10421336
  • Published on:
    02/05/2020
  • Last updated on:
    02/05/2020
 
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