Development of Empirical Fragility Curves in Earthquake Engineering considering Nonspecific Damage Information

Table 7

Belief measure of damage subsets in equation (16) using equation (3) based on the degree of belief m in Table 3.

PGA interval (g) [θ1, θ2]	N (%)	S (%)	M (%)	E (%)	C (%)
[0.069, 0.079]	100.0	0.00	0.0	0.0	0.0
[0.080, 0.137]	100.0	2.23	0.0	0.0	0.0
[0.138, 0.322]	100.0	3.36	1.8	0.0	0.0
[0.323, 0.384]	100.0	17.67	8.0	2.4	0.0
[0.385, 0.680]	100.0	27.30	19.7	6.9	0.3
[0.682, 0.889]	100.0	46.76	36.7	18.7	3.6