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

Table 10

Sections for the 12-story steel frame.

Story	Column				Girder
	C1	C2	C3	C4
	1	Box	Box	Box	Box	30	26	18	2	0.8
35 × 35 × 1.5		35 × 35 × 1.5	35 × 35 × 1.5	35 × 35 × 1.5
2	Box	Box	Box	Box	30	26	18	2	0.8
	35 × 35 × 1.5	35 × 35 × 1.5	35 × 35 × 1.5	35 × 35 × 1.5
3	Box	Box	Box	Box	30	26	18	2	0.8
	35 × 35 × 1.5	30 × 30 × 1.5	35 × 35 × 1.5	35 × 35 × 1.5
4	Box	Box	Box	Box	28	24	15	2	0.8
	30 × 30 × 1.5	30 × 30 × 1.5	30 × 30 × 1.5	30 × 30 × 1.5
5	Box	Box	Box	Box	28	24	15	2	0.8
	30 × 30 × 1.5	30 × 30 × 1.5	30 × 30 × 1.5	30 × 30 × 1.5
6	Box	Box	Box	Box	28	24	15	2	0.8
	30 × 30 × 1.5	25 × 25 × 1.5	30 × 30 × 1.5	30 × 30 × 1.5
7	Box	Box	Box	Box	26	22	15	2	0.6
	25 × 25 × 1.5	25 × 25 × 1.5	25 × 25 × 1.5	30 × 30 × 1.5
8	Box	Box	Box	Box	26	22	15	2	0.6
	25 × 25 × 1.5	25 × 25 × 1.5	25 × 25 × 1.5	25 × 25 × 1.5
9	Box	Box	Box	Box	26	22	15	2	0.6
	25 × 25 × 1.5	20 × 20 × 1	25 × 25 × 1.5	25 × 25 × 1.5
10	Box	Box	Box	Box	25	22	15	1.5	0.6
	20 × 20 × 1	20 × 20 × 1	20 × 20 × 1	25 × 25 × 1.5
11	Box	Box	Box	Box	25	22	15	1.5	0.6
	20 × 20 × 1	20 × 20 × 1	20 × 20 × 1	20 × 20 × 1
12	Box	Box	Box	Box	25	22	15	1.5	0.6
	20 × 20 × 1	20 × 20 × 1	20 × 20 × 1	20 × 20 × 1