Research Article
Energy-Based Seismic Design Method for EBFs Based on Hysteretic Energy Spectra and Accumulated Ductility Ratio Spectra
Table 2
Vertical load values and positions of the frame.
| | Position | Top floor | Other floors | | Exterior columns | Interior columns | Secondary beams | Exterior columns | Interior columns | Secondary beams |
| | Vertical load (kN) | Dead load | Live load | Dead load | Live load | Dead load | Live load | Dead load | Live load | Dead load | Live load | Dead load | Live load | | 91.9 | 5.07 | 109.9 | 10.14 | 109.9 | 10.14 | 115.0 | 20.28 | 99.8 | 40.56 | 99.8 | 40.56 |
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