Regional application of the NDSHA approach for continental seismogenic sources in the Iberian Peninsula

In recent years, probabilistic seismic hazard assessment (PSHA) has been the most common procedure to evaluate the potential effects of future earthquakes. It assesses the probability that some measure of ground motion intensity (e.g., the peak ground acceleration) exceeds some threshold during a given period of time (most commonly 10% in 50 years’time). In Europe and the Mediterranean region, different efforts starting in the 1990s have provided several regional hazard models at the continental scale (e.g., Jiménez et al., 1999, 2001; Giardini et al., 2003) with the latest model in Woessner et al. (2015) deriving a complete set of harmonized seismic hazard results and associated uncertainties for Europe. Site studies for nuclear power plants were the onset for the development of seismic hazard in Spain at the beginning of the 1970s. At that time, the existing regulations demanded classical deterministic analysis. Therefore, only a few works included either statistical or probabilistic approaches, which later on were widely applied in most of the regional hazard studies carried out in Spain in the 1980s and 1990s (see, e.g., Martín, 1984; Muñoz et al., 1984; Litehiser and Marrone, 1991, among others). It was for the first time in 1994 when the update of the Spanish Building Code incorporated a probabilistic seismic hazard map to define the basic seismic action (Martín, 1995). Studies incorporating alternative statistical analysis, including Bayesian techniques, of hazard parameters were also applied in the last 1980s and early 1990s (see, e.g., García-Fernández et al., 1989; Egozcue et al., 1991)Peer reviewe