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

Figure 4

Possibility distributions of damage states for the corresponding PGA (g) intervals. (a) [0.069, 0.079]g. (b) [0.080, 0.137]g. (c) [0.138, 0.322]g. (d) [0.323, 0.384]g. (e) [0.385, 0.680]g. (f) [0.682, 0.889]g.

(a)

(b)

(c)

(d)

(e)

(f)