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This document discusses a study on the seismic performance of a half-scale two-story unreinforced masonry building with structural irregularities using three modeling approaches. The objectives were to understand the seismic response of irregular URM buildings and evaluate the reliability of simplified modeling approaches for such buildings. Nonlinear static pushover analyses were conducted using continuum, beam-based macro-element, and spring-based models. The predictions were compared based on capacity cu

Author

Josue Abanto Rafael

Language

EN