Stiffness-Displacement Correlation from the RC Shear Wall Tests of the SAFE Program: Derivation of a Capacity Line Model
Table 3
Parameters of the performed tests.
Wall
Test
Test reference
PGA
m/s2
mm
Hz
%
GPa
%
%
T01
T01-1
f03
T01-2
f05
T02
T02-1
f13
T03
0.083
T03-1
f22
1
0.0850
1.43
1.71
4.9
2.6144
4.7
5.3
T03-2
f23
2
0.1700
4.67
1.27
4.7
1.4442
5.3
2.9
T03-3
f24
3
0.2550
6.18
1.13
5.4
1.1438
5.5
6.0
T03-4
f25
5
0.4250
11.74
0.86
15.2
0.6549
12.6
7.1
T04
1.286
T04-1
f32
1
1.3061
8.06
3.74
4.6
1.3866
4.5
2.8
T04-2
f33
1.3
1.6979
14.02
2.33
19.4
0.5383
24.2
9.6
T04-3
f34
1.5
1.6470
12.13
1.71
14.9
0.2898
42.8
42.0
T05
0.424
T05-1
f50
1
0.4293
3.85
2.72
4.4
1.6480
5.0
5.5
T05-2
f51
1.3
0.5581
6.50
2.51
5.1
1.4001
4.7
4.2
T05-3
f52
1.5
0.6438
7.18
2.37
4.5
1.2530
4.8
4.5
T05-4
f53
2
0.8585
10.32
1.96
8.2
0.8561
8.4
7.0
T05-5
f54
2
0.7216
18.63
0.88
14.9
0.1735
10.9
7.3
T06
0.965
T06-1
f44
1
0.9797
3.10
4.27
4.5
1.8021
4.6
6.8
T06-2
f45
1.3
1.2736
6.22
3.52
5.6
1.2270
6.5
6.9
T06-3
f46
1.5
1.4695
8.79
3.33
7.3
1.0972
7.0
5.9
T06-4
f47
1.8
1.7634
14.43
2.37
13.4
0.5568
13.3
9.1
T07
0.063
T07-1
f58
1
0.0635
0.71
2.36
5.6
4.9715
5.7
4.6
T07-2
f59
2
0.1270
1.86
1.71
5.3
2.6030
5.3
7.8
T07-3
f60
5
0.3176
7.70
1.16
7.5
1.1956
7.3
4.6
T07-4
f61
10
0.6351
17.45
0.43
14.6
0.1629
17.0
8.0
T08
0.643
T08-1
f65
1
0.6530
2.56
4.02
5.6
1.5975
5.6
6.0
T08-2
f66
1.4
0.9142
5.42
3.34
3.8
1.1052
4.8
5.9
T08-3
f67
1.8
1.1754
11.85
1.80
13.1
0.3197
9.4
15.2
T09
0.042
T09-1
f72
1
0.0423
0.58
2.34
5.4
4.8871
5.6
2.4
T09-2
f74
3
0.1268
2.25
1.51
5.0
2.0225
5.2
5.9
T09-3
f75
6
0.2536
5.74
1.15
4.2
1.1751
4.2
6.1
T09-4
f76
10
0.4227
15.77
0.57
26.5
0.2864
28.7
8.0
T10
0.063
T10-1
f84
1
0.0635
0.78
2.05
5.7
3.7418
6.0
6.1
T10-2
f85
3
0.1905
5.43
1.27
5.0
1.4330
4.5
2.6
T10-3
f86
6
0.3811
11.57
0.99
9.5
0.8742
8.3
4.3
T10-4
f87
10
0.5339
14.72
0.78
16.1
0.5414
15.7
7.9
T11
0.042
T11-1
f79
1
0.0423
0.46
2.36
3.8
4.9365
4.0
5.1
T11-2
f80
6
0.2536
6.47
1.08
5.9
1.0302
6.0
5.6
T11-3
f81
10
0.4227
13.38
0.75
9.0
0.4994
7.3
5.9
T12
0.032
T12-1
f37
1
0.0306
0.25
3.23
3.1
9.3013
3.5
2.9
T12-2
f38
3
0.0917
0.85
2.19
5.0
4.2524
5.0
9.2
T12-3
f39
5
0.1528
2.60
1.45
4.9
1.8587
5.2
6.8
T12-4
f40
10
0.3056
7.80
1.03
7.0
0.9413
6.2
6.1
T12-5
f41
15
0.4585
18.92
0.51
28.4
0.2328
29.2
6.9
T13
0.643
T13-1
f90
1
0.6530
0.40
8.83
4.2
7.7074
5.0
6.3
T13-2
f91
1.8
1.1754
7.16
3.37
4.6
1.1242
6.0
5.4
T13-3
f92
2.6
1.6977
15.58
1.35
12.1
0.1807
13.7
31.0
The tests on walls T01 and T02 did not follow the same design scheme as the rest of the walls and their results will be used in this study only in a limited manner.
