Fig. 15From: Structural Performance of RC and R-ECC Dapped-End Beams Based on the Role of Hanger or Diagonal Reinforcements Combined by ECCFailure load and final deflection in the first and second group (For DEB-5,-13,-4,-14,-3,-15,-6,-16,-8,-18,-11,-19,-9,-20,-10 and DEB-21).Back to article page