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 |