From: Experimental Investigation on the Force-Crack Quantification Model for HSRC Columns with Flexure–Shear and Shear Failure Modes
Damage level
RC column
RC wall
RC beam
Shear
Flexure–shear
Flexure
I
0.95
II
0.6
0.7
0.75
III
0.3
0.4
0.5
IV
0
0.1
0.2
V