Stiffness-Displacement Correlation from the RC Shear Wall Tests of the SAFE Program: Derivation of a Capacity Line Model
Table 1
Parameters of tested walls I.
Specimen T
m
m2
GN/m
Hz
ton
%
%
Wall T01
0.16
0.48
0.8 (0.770)
0.8 (0.770)
Wall T02
0.16
0.48
0.8 (0.770)
0.8 (0.770)
Wall T03
0.16
0.48
5.7
4
9017.5
0.8 (0.770)
0.8 (0.770)
Wall T04
0.16
0.48
5.7
12
1001.9
0.8 (0.785)
0.8 (0.785)
Wall T05
0.2
0.6
7.12
8
2818
0.8 (0.767)
0.8 (0.767)
Wall T06
0.2
0.6
7.12
12
1252.4
0.6 (0.628)
0.4 (0.402)
Wall T07
0.2
0.6
7.12
4
11272
0.6 (0.628)
0.4 (0.402)
Wall T08
0.2
0.6
7.12
12
1252.4
0.4 (0.402)
0.4 (0.402)
Wall T09
0.2
0.6
7.12
4
11272
0.4 (0.402)
0.4 (0.402)
Wall T10
0.2
0.6
7.12
4
11272
0.6 (0.628)
0.6 (0.628)
Wall T11
0.2
0.6
7.12
4
11272
0.4 (0.402)
0.4 (0.402)
Wall T12
0.2
0.6
7.12
4
11272
0.11 (0.113)
0.11 (0.113)
Wall T13
0.2
0.6
7.12
12
1252.4
0.4 (0.402) + CFRP
0.4 (0.402) + CFRP
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. #Actual values of reinforcement density implemented in the experiments are shown in brackets.
