Table 4 Cyclic loading test results of the specimens.
From: Experimental Study on the Cyclic Performance of Reinforced Concrete Shear Walls Exposed to Fire
Specimen | Fmax+ (kN) | Fmax- (kN) | Fmax, avg (kN) | Drift at Fmax (%) |
|---|---|---|---|---|
LFC | 267.9 | −263.1 | 265.5 | + 1.25/− 1.25 |
LFH1 | 254.6 | −247.6 | 251.2 | + 1.25/− 2.00 |
LFH2 | 240.6 | −241.38 | 241.0 | + 1.60/− 2.00 |
LSC | 576.6 | −579.4 | 578.0 | + 2.00/− 2.00 |
LSH1 | 552.2 | −540.5 | 546.3 | + 2.00/− 2.50 |
LSH2 | 522.4 | −577.9 | 550.2 | + 2.50/− 2.50 |
QFC | 632.61 | −591.3 | 611.9 | + 0.75/1.00 |
QFH2 | 560.6 | −571.7 | 566.2 | + 1.25/− 1.25 |
QSC | 946.9 | −964.6 | 955.8 | + 1.00/− 1.00 |
QSH2 | 945.9 | −929.3 | 937.6 | + 1.60/− 1.60 |