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A quasi-static nonlinear analysis for assessing the fire resistance of reinforced concrete 3D frames exploiting time-dependent yield surfaces

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.compstruc.2018.11.005.
  • About this
    data sheet
  • Reference-ID
    10285681
  • Published on:
    05/01/2019
  • Last updated on:
    05/01/2019
 
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