This paper introduces a new approach for the seismic performance evaluation of planar RC walls. Compared to existing assessment guidelines, such as those in ASCE/SEI 41-17, where limits are described by plastic rotation or lateral drift, proposed method uses local (strain) quantities, obtained from computational models. The analyses rely on user-friendly implementation nonlinear truss model str...

This paper introduces a probability-based damage state evaluation methodology for shear walls deriving from data-driven calculation. A previously proposed quantification index, formulated in the time domain, which is capable of tracking progression based on availability structural monitoring data, adopted here hysteresis damages. The probability structure lying specific determined basis derived...