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

Table 1

Some part of the arranged binomial data to generate empirical fragility curves for the case study [16].

No.	PGA	None	≥Min	≥Mod	≥Maj	≥Col	First appearance
1	0.069	1	0	0	0	0
⋮	⋮	⋮	⋮	⋮	⋮	⋮
57	0.079	1	0	0	0	0
⋮	⋮	⋮	⋮	⋮	⋮	⋮
62	0.080	1	1	0	0	0	Minor damage
⋮	⋮	⋮	⋮	⋮	⋮	⋮
397	0.137	1	0	0	0	0
⋮	⋮	⋮	⋮	⋮	⋮	⋮
415	0.138	1	1	1	0	0	Moderate damage
⋮	⋮	⋮	⋮	⋮	⋮	⋮
1303	0.322	1	0	0	0	0
⋮	⋮	⋮	⋮	⋮	⋮	⋮
1307	0.323	1	1	1	1	0	Major damage
⋮	⋮	⋮	⋮	⋮	⋮	⋮
1555	0.384	1	0	0	0	0
⋮	⋮	⋮	⋮	⋮	⋮	⋮
1561	0.385	1	1	1	1	1	Collapse
⋮	⋮	⋮	⋮	⋮	⋮	⋮
1859	0.680	1	1	1	1	0
1860	0.682	1	1	1	0	0
1861	0.682	1	1	1	1	1	Collapse
⋮	⋮	⋮	⋮	⋮	⋮	⋮
1998	0.889	1	1	1	1	0