From: Seismic performance evaluation of steel and GFRP reinforced concrete shear walls at high temperature
FE model | Thickness of concrete cover (mm) | Duration of fire (min) | Fmax (kN) due to the applied drift | Displacement at Fmax (mm) |
---|---|---|---|---|
RF-SW | 20 | None | 473.86 | 44.59 |
SW-T1 | 20 | 120 | 321.13 | 74.18 |
SW-T2 | 25 | 120 | 359.91 | 75.39 |
SW-T3 | 30 | 120 | 404.36 | 75.88 |
SW-D1 | 20 | 30 | 381 | 59.1 |
SW-D2 | 20 | 60 | 357.04 | 64.73 |
SW-D3 | 20 | 120 | 321.13 | 74.18 |
SW-S1 | 20 | 120 | 321.13 | 67.78 |
SW-S2 | 20 | 120 | 265.75 | 68.46 |
SW-S3 | 20 | 120 | 234.57 | 69.6 |