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228 SEISMIC MICROZONING USING NUMERICAL MODELLING
            wider  background  area.  Most  of  the  destructive  earthquakes  (Ms>6)  are
            distributed  along  the  Apennine  chain  and  the  eastern  Alpine  belt,  which
            represent  the  youngest  folded  areas  of  the  peninsula.  The  largest  earthquakes
            (Ms>7)  are  concentrated  in  central  and  southern  Italy  and  particularly  in  the
            Calabrian arc (zones 65 to 71 in Figure 8.1).


                                       Activity rates
            A key question in the use of historical seismicity for seismic hazard assessments
            is  given  by  the  completeness  of  the  earthquake  catalogue,  usually  based  on
            statistical  analyses.  Following  the  procedure  proposed  by  Tinti  and  Mulargia
            (1985), the cumulative number of earthquakes against time was plotted and the
            possible completeness intervals were selected by looking at the increase in slope
            or detection rate.
              The  activity  rate  of  each  seismic  source  zone  was  then  estimated  through  a
            least square regression analysis, assuming a Gutenberg-Richter (1954) frequency-
            magnitude relation.
              Source zone 47 (Umbria-Marche area) has the highest activity rate, followed
            by source zone 4 (Friuli region), with at least one event above Ms 4.7 every 10
            years.

                                  Attenuation relationships

            Despite the availability of much historical information, the Italian strong motion
            data  do  not  allow  the  development  of  attenuation  laws  for  different
            seismotectonic domains. Currently two attenuation models have been developed
            for  the  whole  country  (Tento  et  al.,  1992;  Sabetta  and  Pugliese,  1996).  The
            attenuation  equations  proposed  by  Sabetta  and  Pugliese  (1996)  have  been
            developed  for  a  wider  range  of  seismic  parameters  and  for  both  the  horizontal
            and the vertical components of the ground motion.
              The adopted form of the ground-motion attenuation equation is the following:

                                                                         (8.3)

            where Y is the ground motion parameter to be predicted; M is the magnitude; R is
            the distance (fault or epicentral); h is a fictitious depth determined through a non-
            linear  regression  analysis;  S ,  and  S 2  are  flags  characterizing  the  local  site
                                    1
            conditions,  referring  to  shallow  and  deep  alluvium  sites,  respectively;  and  σ  is
            the standard deviation of the logarithm of the estimated ground motion Y.
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