Research Article
Parametric Study on the Seismic Response of Steel-Framed Buildings with Self-Centering Tension-Only Braces
Table 4
Geometric detail of beams and columns of the 16-story frames.
| Story | Unbraced frames | Braced frames | Beam | Column | Beam | Column |
| 13–16 | H700 × 300 × 13 × 24 | □350 × 350 × 10 × 10 | H850 × 300 × 16 × 27 | □400 × 400 × 15 × 15 | 9–12 | □400 × 400 × 20 × 20 | H900 × 300 × 18 × 34 | □600 × 600 × 30 × 30 | 5–8 | □500 × 500 × 25 × 25 | H1000 × 300 × 21 × 40 | □800 × 800 × 40 × 40 | 1–4 | □650 × 650 × 25 × 25 | H1100 × 400 × 20 × 36 | □850 × 850 × 45 × 45 |
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