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Numerical Evaluation of Shear Strength Degradation Mechanism Dependent on the Size Increase of RC Deep Beams with Height up to 1.5 Meter by Using 3D Rigid-Body-Spring-Method

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: 10.3151/jact.19.1245.
  • About this
    data sheet
  • Reference-ID
    10646192
  • Published on:
    10/01/2022
  • Last updated on:
    10/01/2022
 
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