Table 6 Yield load, ductility index and displacement obtained from the test.
From: Experimental Study on the Cyclic Performance of Reinforced Concrete Shear Walls Exposed to Fire
Specimen | Fy (kN) | δy (mm) | δu (mm) | Ductility index,\(\mu \) |
|---|---|---|---|---|
LFC | 231 | 14.7 | 53.0 | 3.6 |
LFH1 | 204 | 21.2 | 53.0 | 2.5 |
LFH2 | 197 | 22.3 | 53.0 | 2.4 |
LSC | 495 | 28.8 | 53.0 | 1.8 |
LSH1 | 477 | 35.6 | 53.0 | 1.5 |
LSH2 | 485 | 43.3 | 66.3 | 1.5 |
QFC | 525 | 9.2 | 33.1 | 3.6 |
QFH2 | 478 | 17.8 | 33.1 | 1.9 |
QSC | 797 | 15.8 | 33.1 | 2.1 |
QSH2 | 790 | 26.0 | 42.4 | 1.6 |