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Fig. 2 | Geothermal Energy

Fig. 2

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

Fig. 2

The developed rapid damage forecasting system (Bindi et al. 2016) a Real-time strong motion acquisition; b, c as soon as the P-wave onset is triggered, strong motion parameters are estimated over a 3 s time window; d estimation of parameters over velocity integrated signal; e estimation of parameters over displacement integrated signal; f prediction of PGV for S-waves using the peak ground displacement (PGD) over P-waves and using semi-empirical relations (Zollo et al. 2010); g the fragility curves of the building are used to compute the probabilities of exceeding damage states

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