Research Article

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

Table 4

Assigning π based on the degree of belief m in Table 3.

PGA interval (g) [θ1, θ2]dN (%)dS (%)dM (%)dE (%)dC (%)Max. (%)

[0.069, 0.079]100.0100.0100.0100.0100.0100
[0.080, 0.137]97.8100.0100.0100.0100.0100
[0.138, 0.322]96.698.2100.0100.0100.0100
[0.323, 0.384]82.392.097.6100.0100.0100
[0.385, 0.680]72.780.393.199.7100.0100
[0.682, 0.889]53.263.381.396.4100.0100