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Table 3 Summary of fire exposed RC shear wall responses due to different cover

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