Research Article
Assessment of Seismic Vulnerability of Steel and RC Moment Buildings Using HAZUS and Statistical Methodologies
Table 8
Sections for the 5-story steel frame.
| Story | Column  | Girder  | | | C1 | C2 | C3 | C4 | | | | | |
| 1 | Box | Box | Box | Box | 28 | 25.6 | 15 | 1.2 | 0.8 | | | | | 2 | Box | Box | Box | Box | 28 | 25.6 | 15 | 1.2 | 0.8 | | | | | 3 | Box | Box | Box | Box | 28 | 25.6 | 15 | 1.2 | 0.8 | | | | | 4 | Box | Box | Box | Box | 25 | 22.6 | 15 | 1.2 | 0.6 | | | | | 5 | Box | Box | Box | Box | 25 | 22.6 | 15 | 1.2 | 0.6 | | | | |
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