Research Article
Seismic Behavior of the Removable Links in Eccentrically Braced Frames with Semirigid Connections
Table 17
Capacity and ductility coefficient of models.
| Models ID | Load direction | Yield stage | Ultimate stage | Ductility coefficient | | | | | |
| KEBF-1 | + | 2.04 | 203.37 | 38.76 | 783.88 | 2.75 | − | 2.04 | 164.64 | 38.76 | 617.16 | 3.08 | KEBF-2 | + | 2.70 | 196.77 | 39.60 | 709.26 | 2.61 | − | 2.70 | 157.45 | 39.60 | 560.58 | 2.11 | KEBF-3 | + | 2.40 | 114.24 | 52.80 | 586.52 | 2.58 | − | 2.40 | 93.96 | 43.20 | 460.91 | 2.29 | KEBF-4 | + | 3.20 | 160.90 | 64.08 | 568.84 | 3.32 | − | 3.20 | 130.71 | 64.08 | 470.49 | 2.95 | KEBF-5 | + | 5.40 | 124.14 | 75.60 | 545.94 | 2.33 | − | 5.40 | 103.32 | 75.60 | 450.37 | 2.13 | KEBF-6 | + | 2.70 | 123.99 | 45.60 | 782.06 | 2.85 | − | 2.70 | 106.96 | 45.60 | 617.06 | 2.49 | KEBF-7 | + | 2.40 | 204.47 | 39.60 | 679.34 | 2.81 | − | 2.40 | 164.44 | 39.60 | 577.13 | 2.34 |
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