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

Table 2

Number of damage information at each damage state in PGA intervals.

PGA interval (g) [θ1, θ2]	None (N)	Slight (S)	Moderate (M)	Extensive (E)	Collapse (C)	No. of evidence
[0.069, 0.079]	56	0	0	0	0	56
[0.080, 0.137]	350	8	0	0	0	358
[0.138, 0.322]	862	14	16	0	0	892
[0.323, 0.384]	205	24	14	6	0	249
[0.385, 0.680]	221	23	39	20	1	304
[0.682, 0.889]	74	14	25	21	5	139
Sum	1768	83	94	47	6	1998