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

Table 7

For every wall specimen, derived characteristic crack widths and .

Wall	(reinf. dens. %)			(mm)	(mm)
T01	0.770	0.37	0.91	0.13	0.97
T02	0.770	0.37	0.91	0.13	1.03
T03	0.770	0.37	0.91	0.13	0.99
T04	0.785	0.37	0.90	0.14	1.32
T05	0.767	0.32	0.91	0.14	1.09
T06	0.515	1.01	1.09	0.18	1.22
T07	0.515	1.01	1.09	0.18	1.33
T08	0.402	0.32	1.20	0.16	0.91
T09	0.402	0.32	1.20	0.17	1.16
T10	0.628	0.32	1.00	0.14	1.12
T11	0.402	0.32	1.20	0.16	1.07
T12	0.113	1.01	1.67	0.26	1.44