Assessment of Seismic Vulnerability of Steel and RC Moment Buildings Using HAZUS and Statistical Methodologies

Table 4

Number of instances reaching or exceeding the limit states for the 5-story RC frame.

PGA	Slight	Moderate	Extensive	Complete
0.1 g	3	0	0	0
0.2 g	6	3	0	0
0.3 g	8	5	0	0
0.4 g	9	6	3	0
0.5 g	10	8	3	0
0.6 g	10	8	3	0
0.7 g	10	8	3	0
0.8 g	10	9	5	0
0.9 g	10	10	5	0
1.0 g	10	10	5	2
1.1 g	10	10	6	2
1.2 g	10	10	7	2
1.3 g	10	10	7	3
1.4 g	10	10	10	3
1.5 g	10	10	10	4