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Table 2 Summary of parameters of the study

From: Seismic performance evaluation of steel and GFRP reinforced concrete shear walls at high temperature

S.N

Specimen

L(m)

tw (mm)

tc (mm)

Reinforcement (%)

Duration of fire (min)

steel

GFRP

1

RF-SW

2.4

200

20

100

–

NONE

2

SW-C1

2.4

200

20

100

–

120

3

SW-C2

2.4

200

25

100

–

120

4

SW-C3

2.4

200

30

100

–

120

5

SW-D1

2.4

200

20

100

–

30

6

SW-D2

2.4

200

20

100

–

60

7

SW-D3

2.4

200

20

100

–

120

8

SW-S1

2.4

200

20

100

–

120

9

SW-S2

2.4

200

20

100

–

120

10

SW-S3

2.4

200

20

100

–

120

11

SW-GF

2.4

200

20

–

100

NONE

12

SW-GF-S1

2.4

200

30

–

100

60

13

SW-GF-S2

2.4

200

30

–

100

60

14

SW-GF-S3

2.4

200

30

–

100

60

15

SW-STEEL-S1

2.4

200

30

100

–

60

16

SW-STEEL-S2

2.4

200

30

100

–

60

17

SW-STEEL-S3

2.4

200

30

100

–

60