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Chapter 9
                 Ground motion modelling using the 2-D

                    Chebyshev spectral element method
                                      Enrico Priolo










                                        Abstract
            The  2-D  Chebyshev  spectral  element  method  (SPEM)  and  its  application  to
            engineering seismology problems is reviewed in this paper. The SPEM is a high-
            order  finite  element  technique,  which  is  particularly  suitable  to  compute
            numerically accurate solutions of the full wave equations in complex media. The
            chapter  first  gives  an  overview  of  the  theoretical  bases  of  the  method  and
            discusses some methodological topics of interest for practical applications. Then,
            the effectiveness of the method is illustrated through two case histories, i.e. the
            ground shaking prediction in Catania (Sicily, Italy) for a catastrophic earthquake,
            and the analysis of the ground motion in the presence of a massive structure.


                                       Introduction
            The  spatial  variability  of  the  ground  motion  following  an  earthquake  has  been
            observed  in  a  large  number  of  cases  and  is,  nowadays,  a  widely  accepted
            phenomenon.  Several  studies  have  shown  how  it  manifests  itself  (e.g.,
            incoherent  arrival  phases,  local  amplifications  in  narrow  frequency  bands  etc.,
            especially for the acceleration field and frequencies higher than 2 Hz), and have
            explained  its  possible  causes.  The  great  majority  of  the  spatial  ground  motion
            variability is tied to the rupture process at the source and the propagation of the
            radiated wavefield through three-dimensionally complex, geologic structures. It
            is  also  known  that  the  ground  structure  and  soils  close  to  the  surface  (a  30  m
            thickness  is  a  widely  accepted  reference  for  “surface  soils”)  have  the  largest
            influence  on  a  local  scale.  The  damage  distribution  to  buildings  and
            infrastructures can be very mhomogeneous, with dramatic variations within a few
            tens  of  metres  (Hartzell  et  al.,  1997).  Only  techniques  that  allow  accurate
            modelling  of  the  seismic  wavefield  through  complex  geologic  structures  can
            faithfully reproduce those phenomena, and this is one of the main reasons that
            has led to the development of the spectral element method in its various forms.
              The global Chebyshev spectral element method (SPEM), which is overviewed
            here,  is  a  high-order  finite  element  technique,  which  solves  the  variational
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