Research Article
Assessment of Seismic Vulnerability of Steel and RC Moment Buildings Using HAZUS and Statistical Methodologies
Table 9
Sections for the 8-story steel frame.
| Story | Column | Girder | | | C1 | C2 | C3 | C4 | | | | | |
| 1 | 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 | 2 | 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 | 3 | Box | Box | Box | Box | 28 | 24 | 15 | 2 | 0.8 | 25 × 25 × 1.5 | 25 × 25 × 1.5 | 25 × 25 × 1.5 | 25 × 25 × 1.5 | 4 | 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 | 5 | Box | Box | Box | Box | 26 | 22 | 15 | 2 | 0.6 | 25 × 25 × 1.5 | 25 × 25 × 1.5 | 25 × 25 × 1.2 | 20 × 20 × 1 | 6 | Box | Box | Box | Box | 25 | 22 | 15 | 1.5 | 0.6 | 25 × 25 × 1.5 | 20 × 20 × 1 | 25 × 25 × 1.2 | 20 × 20 × 1 | 7 | Box | Box | Box | Box | 25 | 22 | 15 | 1.5 | 0.6 | 20 × 20 × 1 | 20 × 20 × 1 | 20 × 20 × 1 | 20 × 20 × 1 | 8 | Box | Box | Box | Box | 25 | 22 | 15 | 1.5 | 0.6 | 20 × 20 × 1 | 20 × 20 × 1 | 20 × 20 × 1 | 20 × 20 × 1 |
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