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Fig. 10 | Geothermal Energy

Fig. 10

From: Toward performance-driven seismic risk monitoring for geothermal platforms: development of ad hoc fragility curves

Fig. 10

Analytical 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 observed

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