Page 292 - Numerical Analysis and Modelling in Geomechanics
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ENRICO PRIOLO 273































            Figure 9.5 PGA envelopes at the surface of transects t02, t01, t05, and t03, respectively,
            for the catastrophic earthquake of January 11, 1693. The envelopes are computed for the
            extended source with three different kinds of rupture propagation. The thick and thin lines
            represent  the  mean  and  the  mean  plus/  minus  the  first  standard  deviation,  respectively.
            Values represent the average of the two horizontal components. The abscissa represents
            the  distance  from  the  coastline.  Decreasing  abscissas  correspond  to  westward  direction
            and increasing epicentral distances. The coastline-epicenter distance (reference epicenters
            are indicated by gray circles in Figure 9.2) is 14.5 km for transects t05 and t03, and 13 km
            for transects t01 and t02, respectively (from Priolo (2001)).
              The  computational  model  is  defined  along  transect  t06.  The  structure  is
            consistent with that of the other transects of this study. The source is a point, and
            the fault mechanism is defined by (ф, δ, λ,)=(96°, 85°, 180°). Corner frequency,
            source depth, and fault-slip amplitude are set at f =1.3 Hz, z =20 km, and D=0.7
                                                   c
                                                            s
            m, respectively. Seismograms are computed up to a maximum frequency of 6 Hz
            and for a total propagation time of 40 s.
              Figure  9.7  displays  seismograms  predicted  at  and  recorded  by  the  ENEA-
            ENEL Catania station. They compare well in terms of the overall shape, polarity
            of  the  main  arrivals,  S-wave  amplitude,  and  seismogram  duration.  A  slightly
            larger amplification of all P-waves is observed in the synthetics (e.g., in the early
            4  s).  This  can  be  ascribed  to  the  rather  low  V p  values  imposed  on  the  surface
            soils,  and  needed  to  overcome  the  inability  of  the  method  to  deal  with  surface
            soils  characterised  by  large  V /V s  ratios.  Also,  it  is  noted  here  that,  even  if  a
                                    p
            simple  point  source  is  adopted,  the  calculated  seismograms  are  extremely
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