International Journal of Concrete Structures and Materials

Table 2 Seismic reduction factors suggested by the references (JBDPA 2001, 2015).

From: Experimental Quantification on the Residual Seismic Capacity of Damaged RC Column Members

Damage level	RC column			RC wall		RC beam
Damage level	Shear	Flexural–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

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