Research Article
Energy-Based Seismic Design Method for EBFs Based on Hysteretic Energy Spectra and Accumulated Ductility Ratio Spectra
Table 5
Member sections of 10-story V-EBF.
| Number of stories | Column sections | Beam sections | Brace section | Interior column | Exterior column | Middle beam | Side beam |
| 1-2 | □650 35 | □400 18 | H550 300 20 30 | H300 300 18 22 | H300 300 16 20 | 3–5 | □600 30 | □400 18 | H550 300 18 24 | H300 300 18 22 | H300 300 16 20 | 6–8 | □450 25 | □400 18 | H500 300 16 20 | H300 300 18 22 | H250 250 16 20 | 9-10 | □400 20 | □400 18 | H500 300 14 18 | H300 300 18 22 | H250 250 12 14 |
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