Discrete Dynamics in Nature and Society

Research Article

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

Table 7

Sections for the 12-story RC frame.


Story	Column				Beam
	C1	C2	C3	C4	Size	Longitudinal bars	Top bars	Bottom bars

1	C60 × 60	C60 × 60	C60 × 60	C60 × 60	B60 × 50

2	C60 × 60	C60 × 60	C60 × 60	C60 × 60	B60 × 50

3	C60 × 60	C60 × 60	C60 × 60	C60 × 60	B60 × 50

4	C55 × 55	C55 × 55	C55 × 55	C55 × 55	B55 × 50

5	C55 × 55	C55 × 55	C55 × 55	C55 × 55	B55 × 50

6	C55 × 55	C55 × 55	C55 × 55	C55 × 55	B55 × 50

7	C50 × 50	C50 × 50	C50 × 50	C50 × 50	B50 × 45

8	C50 × 50	C50 × 50	C50 × 50	C45 × 45	B50 × 45

9	C50 × 50	C50 × 50	C50 × 50	C50 × 50	B50 × 45

10	C45 × 45	C45 × 45	C45 × 45	C45 × 45	B45 × 40

11	C45 × 45	C45 × 45	C45 × 45	C45 × 45	B45 × 40

12	C45 × 45	C45 × 45	C45 × 45	C45 × 45	B45 × 40