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Table 3 Seismic reduction factors suggested by JBDPA (2001).

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

Shear

Flexure

Shear

Flexure

I

0.95

0.95

0.95

0.95

0.95

0.95

0.95

II

0.6

0.7

0.75

0.6

0.7

0.7

0.75

III

0.3

0.4

0.5

0.3

0.4

0.4

0.5

IV

0

0.1

0.2

0

0.1

0.1

0.2

V

0

0

0

0

0

0

0