Displacement Analysis on Unreinforced Masonry walls due to Lateral Pushover in the Plane Loading
Push-over on wall, a ubiquitous phenomenon observed in various aspects of daily life, has long been a topic of interest among Civil Engineers. Push-over analysis has emerged as a widely accepted method for assessing the seismic vulnerability of unreinforced masonry (URM) walls. Its analysis is a nonlinear static analysis technique commonly employed to evaluate the performance and seismic capacity of unreinforced masonry (URM). Despite its seemingly simple nature, the underlying mechanics of push-over on wall remain poorly understood.