Low- and Mid-rise Thin lightly Reinforced Concrete Wall Buildings Parameters and Performance Metrics

This dataset contains the numerical models, analysis results, and derived fragility data used to evaluate the seismic performance of 52 Thin Lightly Reinforced Concrete Wall (TLRCW) buildings representative of Colombian residential construction. The study investigates how structural configuration parameters—such as stiffness index, wall index, aspect ratio, wall thickness, and longitudinal reinforcement ratios in both the wall web and boundary elements—influence collapse performance under seismic loading. Each archetype model was developed in OpenSeesPy and analyzed under a suite of hazard-consistent ground motion records. Fragility curves were generated for each archetype, and the probability of collapse at the Maximum Considered Earthquake (MCE) was computed.