Fig. 10From: Toward performance-driven seismic risk monitoring for geothermal platforms: development of ad hoc fragility curvesAnalytical fragility curves for first damage state (pre-yielding damage state—DS1) for an unreinforced masonry building (URM) tested experimentally on a shake table. Longitudinal (Long) and transversal (Transv) or short plan view directions of shaking are considered. The Eurocode 8 (EC8) drift limit for brittle non-structural components is also applied. The vertical dashed line dictates the experimental PGA threshold over which detachment of the roof tiles of the URM building under study has been observedBack to article page