Research Article
Seismic Behavior of Steel Off-Diagonal Bracing System (ODBS) Utilized in Reinforced Concrete Frame
Table 7
Values of the maximum drift of floors (regardless of drift limitations), ductility, and
factor.
| Model | (m) | (m) | (m) | (m) | (kg) | (kg) | (kg) | (kg) | | |
| (flexural RC frame)
| 0.0173 | 0.0665 | 0.0112 | 0.067 | 17272 | 4500 | 2875 | 1740 | 3.84 | 9.92 | (X-braced frame)
| 0.0103 | 0.0390 | 0.0058 | 0.0547 | 33034 | 12200 | 9147 | 5480 | 2.69 | 6.04 | (ODBS-braced frame)
| 0.0125 | 0.1101 | 0.0082 | 0.0781 | 26177 | 7800 | 5032 | 3012 | 9.58 | 23.20 |
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