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

Table 6

Possibility measure of damage sets in equation (16) using equation (11) based on the possibility distribution in Figure 4.

PGA interval (g) [θ1, θ2]	None (N) (%)	Slight (S) (%)	Moderate (M) (%)	Extensive (E) (%)	Collapse (C) (%)
[0.069, 0.079]	100.0	100.0	100.0	100.0	100.0
[0.080, 0.137]	100.0	100.0	100.0	100.0	100.0
[0.138, 0.322]	100.0	100.0	100.0	100.0	100.0
[0.323, 0.384]	100.0	100.0	100.0	100.0	100.0
[0.385, 0.680]	100.0	100.0	100.0	100.0	100.0
[0.682, 0.889]	100.0	100.0	100.0	100.0	100.0