Research Article

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

Figure 12

Piecewise line model of the monotonic envelope for Wall T09 and response spectra of the experimentally applied earthquakes for damping ratio, ξ = 5% (a) and ξ = 7% (b).
(a)
(b)