Stiffness-Displacement Correlation from the RC Shear Wall Tests of the SAFE Program: Derivation of a Capacity Line Model

Table 6

For every wall specimen, identified parameters of RDL (copied from Table 4) and derived characteristic capacity drifts and .

Wall	(reinf. dens. %)	(MPa)		()	()	()
T01	0.770	0.37		62	293	7312
T02	0.770	0.37		73	332	7775
T03	0.770	0.37		66	308	7479
T04	0.785	0.37		78	383	10283
T05	0.767	0.32		85	376	8230
T06	0.515	1.01		125	477	7685
T07	0.515	1.01		115	467	8482
T08	0.402	0.32		70	279	4945
T09	0.402	0.32		77	327	6515
T10	0.628	0.32		70	324	7658
T11	0.402	0.32		63	277	5947
T12	0.113	1.01		123	431	5755
T13	0.402 + CFRP	0.32		142	507	7059