Research Article
Seismic Damage Assessment of Steel Buildings considering Viscoelastic Dampers in Near-Field Earthquake
Table 2
Specifications of the sections of the elements used [
46].
| Parameter | Beam | Column | First floor | Second floor | Third floor | First floor | Second floor | Third floor |
| Area | 7 | 6.85 | 6.1 | 9.1 | 7.6 | 7.6 | Moment of inertia | 135 | 122 | 64.9 | 107 | 86 | 86 | Bending anchor | 28.5 | 29.6 | 18.9 | 29.9 | 24.3 | 24.3 |
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