Research Article
Seismic Behavior of the Removable Links in Eccentrically Braced Frames with Semirigid Connections
Table 13
Equivalent damping coefficients of the specimens.
| Specimens | | 2 | 3 | 4 | 5 | 6 | 7 | 8 | 9 |
| PDKB-1 | 0.1453 | 0.2182 | 0.1875 | 0.1962 | 0.1752 | 0.1721 | 0.1757 | 0.1728 | 0.2121 | PDKB-2 | 0.0469 | 0.1879 | 0.2029 | 0.1798 | 0.2006 | 0.2082 | 0.1835 | 0.1726 | — | PDKB-3 | 0.0349 | 0.0963 | 0.1151 | 0.1255 | 0.1378 | 0.1368 | 0.1296 | 0.1296 | — | PDKW-2 | 0.0545 | 0.0969 | 0.10191 | 0.1151 | 0.1242 | 0.1362 | 0.1439 | 0.1450 | — |
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