Research Article
Seismic Behavior of the Removable Links in Eccentrically Braced Frames with Semirigid Connections
Table 4
Yield strain of each member.
| Position | Beam | Column | Brace | Link | Flange | Web | Flange | Web | Flange | Web | Flange | Web |
| Yield strain () | 1800 | 1800 | 1790 | 2100 | 1670 | 1650 | 1630 | 1570 |
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