Research Article
Stiffness-Displacement Correlation from the RC Shear Wall Tests of the SAFE Program: Derivation of a Capacity Line Model
Figure 16
Predicted vulnerability line for walls T03, T04, and T05, according to one unique piecewise line model, in terms of drift for every level of design margin based on the response spectrum for 5% damping ratio. Discrete (“star”) points represent the recorded maximum experimental response at the applied earthquakes.