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\title[Wavelet Sources for ESSI]
        {Wavelet  Based Synthetic Earthquake Sources for Path and Soil Structure
        Interaction Modeling: Stress Testing of Nuclear Power Plants}


%\subtitle
%{Include Only If Paper Has a Subtitle}

%\author[Author, Another] % (optional, use only with lots of authors)
%{F.~Author\inst{1} \and S.~Another\inst{2}}
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\author[Jeremi{\'c} et al.] % (optional, use only with lots of authors)
%{Boris~Jeremi{\'c}}
{Boris Jeremi{\'c}, Jos{\'e} Antonio Abell and Sumeet Kumar Sinha}

%\institute[Computational Geomechanics Group \hspace*{0.3truecm}
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%{ Professor, University of California, Davis\\
{ University of California, Davis, CA, USA\\
%  and\\
%  Faculty Scientist, Lawrence Berkeley National Laboratory, Berkeley }
  Lawrence Berkeley National Laboratory, Berkeley, CA, USA }
% - Use the \inst command only if there are several affiliations.
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\date[] % (optional, should be abbreviation of conference name)
{\small BestPSHANI, IAEA \\ Vienna, Austria, November 2015}

\subject{}
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% Structuring a talk is a difficult task and the following structure
% may not be suitable. Here are some rules that apply for this
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% - Exactly two or three sections (other than the summary).
% - At *most* three subsections per section.
% - Talk about 30s to 2min per frame. So there should be between about
%   15 and 30 frames, all told.

% - A conference audience is likely to know very little of what you
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%   just say so once. Everybody will be happy with that.



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%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
\section{Motivation}




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\subsection*{Introduction}



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%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
\begin{frame}
 \frametitle{Motivation}

\begin{itemize}



%\vspace*{0.3cm}
  \item Improve seismic design of soil structure systems


\vspace*{1mm}
  \item      {E}arthquake {S}oil {S}tructure {I}nteraction
  ({ESSI}) in time and space, plays a major role in successes and failures



%\vspace*{0.1cm}
\vspace*{1mm}
  \item  Accurate  following  and directing (!) the  flow  of  seismic energy in
  ESSI system to optimize for
    \begin{itemize}
      \item Safety and
      \item Economy
    \end{itemize}


\vspace*{1mm}
  \item        Reduce    modeling   uncertainty and propagate parametric
  uncertainty,  develop  models  and  simulations  that  predict  and inform rather than (force) fit

%\vspace*{0.1cm}
\vspace*{1mm}
  \item  Development of  high  fidelity  numerical models and simulations 
  to analyze realistic ESSI behavior
%  {Real ESSI} Simulator
%   ({\small aka}: {\cyrssDvanaest Stvarno  Lako},
% { Muy F{\'a}cil},
% {Molto  Facile},
% \raisebox{-1.2mm}{\includegraphics[height=5mm]{/home/jeremic/tex/works/lecture_notes_SOKOCALO/Figure-files/Real_ESSI_in_different_langauges/Real_ESSI_Chinese.jpeg}},
% \raisebox{-1.2mm}{\includegraphics[height=5mm]{/home/jeremic/tex/works/lecture_notes_SOKOCALO/Figure-files/Real_ESSI_in_different_langauges/Real_ESSI_Japanese.jpg}},
% {\greektext{Pragmatik'a E'ukolo}},
% \raisebox{-1.2mm}{\includegraphics[height=5mm]{/home/jeremic/tex/works/lecture_notes_SOKOCALO/Figure-files/Real_ESSI_in_different_langauges/Real_ESSI_Farsi.jpg}},
% {Tr{\`e}s Facile},
% {\cyrssDvanaest Vistinski Lesno}
% %{Wirklich Einfach}
% )

\end{itemize}
\end{frame}
%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
\begin{frame}
 \frametitle{High Fidelity ESSI Behavior}
% \frametitle{High Fidelity Modeling of SFS System:
% Verification, Validation and Prediction}

\begin{itemize}


     \item  Realistic ESSI modeling and simulation issues
       \begin{itemize}

\vspace*{4mm}
         \item Three dimensional (3D, or actually 6D) seismic motion fields

\vspace*{4mm}
         \item  Inelastic (elastic-plastic, nonlinear (!)) behavior of materials
         (soil,  rock, concrete, steel, \&c.), contacts (slip, gap), isolators /
         dissipators, buoyant pressures, \&c.

\vspace*{4mm}
         \item Prediction through (extensive) Verification and Validation

       \end{itemize}


%\vspace*{2mm}
%   \item  Local  geology  needs  to  be known in detail! Large enough volume to capture
%   relevant/desired  wave  lengths.  Material properties (elastic and inelastic,
%   where necessary) for local geology also need to be known



%
\end{itemize}


\end{frame}



%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
\begin{frame}
 \frametitle{Realistic ESSI: What Seismic Motions to Use?}
% \frametitle{High Fidelity Modeling of SFS System:
% Verification, Validation and Prediction}



\begin{itemize}


     \item 1D motions, state of practice and research (!?) 

\vspace*{2mm}
     \item 3D motions, really 3 $\times$ 1D, also state of practice and (most) research (!?) 

\vspace*{2mm}
     \item  6D  motions,  realistic  motions  (!):  body (P, SH, SV) and surface
     waves (Rayleigh, Love, \&c.)

\vspace*{2mm}
     \item Detailed knowledge of geology (!): 
     
       \begin{itemize}

         \item Spatial resolution of features for required wave lengths

\vspace*{2mm}
         \item Inelastic behavior of materials (deep and shallow)

       \end{itemize}


     \end{itemize}


\end{frame}



%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%

%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
\begin{frame}
 \frametitle{Local Site Motion Fields}
% \frametitle{High Fidelity Modeling of SFS System:
% Verification, Validation and Prediction}


Local site  will affect motions:

\begin{itemize}


\vspace*{3mm}
     \item    Local  geology  can  (will)  amplify some and de-amplify (or remove
     completely) motion components/features, (6D, frequencies, magnitude, \&c.)

     
\vspace*{3mm}
     \item  Inelastic material (soil/rock) can (will)  amplify and
     de-amplify motion components/features (6D, frequencies, magnitude, \&c.)





     \end{itemize}


%\vspace*{3mm}
%     In  addition  to  developing  realistic  surface  motions using large scale
%     source to site simulations, also develop near field earthquakes with simple
%     sources  to stress test / shake out soil-structure system



\end{frame}



%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
\begin{frame}
 \frametitle{Proposal: Additional Motion Fields}
% \frametitle{High Fidelity Modeling of SFS System:
% Verification, Validation and Prediction}



\begin{itemize}

     \item  In  addition  to  developing  realistic  surface  motions using large scale
     source  to  site  simulations  (as  seen in a number of presentations here),
     
\vspace*{3mm}
     \item  Develop  near  field seismic motion fields, in high resolution, with
     simple point/line sources, to stress-test / shake-out soil-structure system

\end{itemize}


\vspace*{3mm}




\end{frame}



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%\subsection{Stress Test}
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%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%

 



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\section{Stress Test Ground Motions}



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\subsection*{Stress Tests and Geology}



%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
\begin{frame}
\frametitle{Stress Testing NPP SSI Systems}



\begin{itemize}

\item Excite NPP SSI system with different waves, energies and durations

\item Try to "break" the system, shake-out strong and weak links


%\vspace*{3mm}
%\item 

\end{itemize}

\vspace*{-2mm}
\begin{figure}[!htb]
\begin{center}
\includegraphics[width=9cm]{/home/jeremic/tex/works/Conferences/2015/CNSC_July/Present/Stress_test_NPP_idea.jpg}
\hspace*{-5mm}
\end{center}
\end{figure}



\end{frame}




%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
\begin{frame}
 \frametitle{Stress Test Motions}

\begin{itemize}

  \item Develop free field models with sources within
  
  \item Sources are simple, point (mostly), line and surface

  \item Sources will send both P and S waves

  \item Variation in strike and dip 
  
  \item Simulation programs, Real ESSI Simulator and SW4    

\end{itemize}


  
% \vspace*{-2mm}
% \begin{center}
% \hspace*{-7mm}
% \movie[label=show3,width=5.0cm,poster,autostart,showcontrols]
%   {\includegraphics[width=40mm]{BJicon.png}}{movie_input_closeup.mp4}
%  \movie[label=show3,width=5.0cm,poster,autostart,showcontrols]
%   {\includegraphics[width=40mm]{BJicon.png}}{movie_ff_3d.mp4}
% \end{center}

  
\begin{center}
%
\href{http://sokocalo.engr.ucdavis.edu/~jeremic/lecture_notes_online_material/_Chapter_Applications_ESSI_for_NPPs/Free_Field_small_model_April2015/movie_input_closeup.mp4}
  {\includegraphics[width=50mm]{movie_input_closeup_mp4_icon.jpeg}}
%
 \href{http://sokocalo.engr.ucdavis.edu/~jeremic/lecture_notes_online_material/_Chapter_Applications_Earthquake_Soil_Structure_Interaction_General_Aspects/ESSI_VisIt_movies_Jose_19May2015/movie_ff_3d.mp4}
  {\includegraphics[width=50mm]{movie_ff_3d_mp4_icon.jpeg}}
%
\end{center}




\end{frame}



%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
\begin{frame}
 \frametitle{Stress Test Motions, 6D vs 1D}

\begin{itemize}

  \item Danger of picking one component of motions for 1D or 3$\times$1D (it is done all the time!)
  
  \item  Excellent  (forced)  fit,  but  not a prediction and information is lost
  (remember, goal is to predict and inform and not fit)


\end{itemize}


  
% \vspace*{-2mm}
% \begin{center}
% \hspace*{-7mm}
%  \movie[label=show3,width=5.0cm,poster,autostart,showcontrols]
%   {\includegraphics[width=40mm]{BJicon.png}}{movie_ff_3d.mp4}
% \movie[label=show3,width=5.0cm,poster,autostart,showcontrols]
%   {\includegraphics[width=40mm]{BJicon.png}}{movie_ff_1d.mp4}
% \end{center}


\begin{center}
%
 \href{http://sokocalo.engr.ucdavis.edu/~jeremic/lecture_notes_online_material/_Chapter_Applications_Earthquake_Soil_Structure_Interaction_General_Aspects/ESSI_VisIt_movies_Jose_19May2015/movie_ff_3d.mp4}
  {\includegraphics[width=50mm]{movie_ff_3d_mp4_icon.jpeg}}
%
\href{http://sokocalo.engr.ucdavis.edu/~jeremic/lecture_notes_online_material/_Chapter_Applications_Earthquake_Soil_Structure_Interaction_General_Aspects/ESSI_VisIt_movies_Jose_19May2015/movie_ff_1d.mp4}
  {\includegraphics[width=50mm]{movie_ff_1d_mp4_icon.jpeg}}
%
\end{center}




\end{frame}





%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
\begin{frame}
 \frametitle{Stress Test Source Signals}

\begin{itemize}


  \item Gauss 
\begin{figure}[!hbpt]
\begin{flushright}
  \vspace*{-0.5cm}
\includegraphics[width=7.0truecm]{/home/jeremic/tex/works/Thesis/JoseAntonioAbellMena/Dyke_results/gauss.png}
\end{flushright}
\end{figure}

  \item Ricker (1st, 2nd)
\begin{figure}[!hbpt]
\begin{flushright}
  \vspace*{-1cm}
\includegraphics[width=4.0cm]{/home/jeremic/tex/works/lecture_notes_SOKOCALO/Figure-files/_Chapter_Verification_and_Validation_for_Seismic_Wave_Propagation_Problems/tex_works_Thesis_NimaTafazzoli_Dissertation_Nima_Dissertation_Chapter3_Ricker2nd.pdf}
\includegraphics[width=4.0cm]{/home/jeremic/tex/works/lecture_notes_SOKOCALO/Figure-files/_Chapter_Verification_and_Validation_for_Seismic_Wave_Propagation_Problems/tex_works_Thesis_NimaTafazzoli_Dissertation_Nima_Dissertation_Chapter3_Ricker2nd_FFT.pdf}
  \hspace*{-0.7cm}
\end{flushright}
\end{figure}
    
  \item Ormsby   
\begin{figure}[!hbpt]
\begin{flushright}
  \vspace*{-1cm}
\includegraphics[width=4.0cm]{/home/jeremic/tex/works/lecture_notes_SOKOCALO/Figure-files/_Chapter_Verification_and_Validation_for_Seismic_Wave_Propagation_Problems/tex_works_Thesis_NimaTafazzoli_Dissertation_Nima_Dissertation_Chapter3_Ormsby.pdf}
\includegraphics[width=4.0cm]{/home/jeremic/tex/works/lecture_notes_SOKOCALO/Figure-files/_Chapter_Verification_and_Validation_for_Seismic_Wave_Propagation_Problems/tex_works_Thesis_NimaTafazzoli_Dissertation_Nima_Dissertation_Chapter3_Ormsby_FFT.pdf}
  \hspace*{-0.7cm}
\end{flushright}
\end{figure}

\end{itemize}

% \begin{figure}[!hbpt]
% \begin{center}
% %
% \includegraphics[width=5.0truecm]{/home/jeremic/tex/works/Thesis/JoseAntonioAbellMena/Dyke_results/gauss.png}
% %
% \includegraphics[width=2.5cm]{/home/jeremic/tex/works/lecture_notes_SOKOCALO/Figure-files/_Chapter_Verification_and_Validation_for_Seismic_Wave_Propagation_Problems/tex_works_Thesis_NimaTafazzoli_Dissertation_Nima_Dissertation_Chapter3_Ricker2nd.pdf}
% \includegraphics[width=2.5cm]{/home/jeremic/tex/works/lecture_notes_SOKOCALO/Figure-files/_Chapter_Verification_and_Validation_for_Seismic_Wave_Propagation_Problems/tex_works_Thesis_NimaTafazzoli_Dissertation_Nima_Dissertation_Chapter3_Ricker2nd_FFT.pdf}
% %
% \includegraphics[width=2.5cm]{/home/jeremic/tex/works/lecture_notes_SOKOCALO/Figure-files/_Chapter_Verification_and_Validation_for_Seismic_Wave_Propagation_Problems/tex_works_Thesis_NimaTafazzoli_Dissertation_Nima_Dissertation_Chapter3_Ormsby.pdf}
% \includegraphics[width=2.5cm]{/home/jeremic/tex/works/lecture_notes_SOKOCALO/Figure-files/_Chapter_Verification_and_Validation_for_Seismic_Wave_Propagation_Problems/tex_works_Thesis_NimaTafazzoli_Dissertation_Nima_Dissertation_Chapter3_Ormsby_FFT.pdf}
% %
% \end{center}
% \end{figure}


\end{frame}


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%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%\subsection{Local Geology Effects}



%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%

\begin{frame}
  \frametitle{Layered and Dyke/Sill Models}


\vspace*{5mm}

\begin{itemize}

   \item Uniform soil/rock, to show surface waves
   
\vspace*{1mm}
   \item   Horizontally layered geology (a), to show bending/refraction and more
   surface waves
   
\vspace*{1mm}
   \item  Dyke/Sill  intrusion  within  layered geology (b), to show effects of
   local geology on free field motions


\end{itemize}

\vspace*{-5mm}


\begin{figure}[!hbpt]
\begin{center}
%
\hspace*{-5mm}
\includegraphics[width=12.0truecm]{/home/jeremic/tex/works/Thesis/JoseAntonioAbellMena/Dyke_results/models.png}
%
\end{center}
\end{figure}


\end{frame}



%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%

\begin{frame}
  \frametitle{Variable Sources}


\vspace*{5mm}

\begin{itemize}

   \item Source locations matrix (point sources)
   
   \item Source strike and dip variation (here only dip)
   
   \item Magnitude variations

   \item Range of frequencies


\end{itemize}


\vspace*{-5mm}

\begin{figure}[!hbpt]
\begin{center}
%
\hspace*{-5mm}
\includegraphics[width=12.0truecm]{/home/jeremic/tex/works/Thesis/JoseAntonioAbellMena/Dyke_results/geom.png}
%
\end{center}
\end{figure}


\end{frame}



%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%

\begin{frame}
  \frametitle{Layered System, Variable Source Depth}

\vspace*{2mm}

\begin{itemize}

   \item Epicenter is  $2500$m away from the location of interest

   \item Source depth $850$m (softer layers) and  $2500$m  (hard rock)
   
   \item Different wave propagation path to the point of interest
   
   \item Surface waves quite pronounced 

\end{itemize}


\vspace*{-5mm}

\begin{figure}[!hbpt]
\begin{center}
%
\hspace*{-5mm}
%\includegraphics[width=4.0truecm]{/home/jeremic/tex/works/Thesis/JoseAntonioAbellMena/Dyke_results/dyke_no/bh_x_output_z850_dip45_gaussx4750.png}
\includegraphics[width=6.0truecm]{/home/jeremic/tex/works/Thesis/JoseAntonioAbellMena/Dyke_results/dyke_no/borehole_ux_gauss_x5000.png}
\includegraphics[width=6.0truecm]{/home/jeremic/tex/works/Thesis/JoseAntonioAbellMena/Dyke_results/dyke_no/borehole_uz_gauss_x5000.png}
%\includegraphics[width=4.0truecm]{/home/jeremic/tex/works/Thesis/JoseAntonioAbellMena/Dyke_results/dyke_no/bh_x_output_z850_dip45_gaussx5250.png}
%
\end{center}
\end{figure}

\end{frame}

%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%

\begin{frame}
  \frametitle{Layered System, Displacement Traces}


\vspace*{5mm}
\begin{itemize}

   \item Surface waves present 
   \item Layered geology did not filter out surface waves 
   \item Mildly incoherent motions
   
\end{itemize}

\vspace*{-5mm}

\begin{figure}[!hbpt]
\begin{center}
%
\hspace*{-10mm}
\includegraphics[width=6.3truecm]{/home/jeremic/tex/works/Thesis/JoseAntonioAbellMena/Dyke_results/dyke_no/cut_output_z850_dip45_gauss.png}
\includegraphics[width=6.3truecm]{/home/jeremic/tex/works/Thesis/JoseAntonioAbellMena/Dyke_results/dyke_no/cut_output_z2500_dip45_gauss.png}
%\hspace*{-4mm}
%
\end{center}
\end{figure}

\end{frame}

                  


%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
\begin{frame}
\frametitle{Layered System, Variable Source Depth}

%   
% \begin{center}
% \href{http://sokocalo.engr.ucdavis.edu/~jeremic/lecture_notes_online_material/_Chapter_Applications_Earthquake_Soil_Structure_Interaction_General_Aspects/ESSI_VisIt_movies_Jose_19May2015/movie_ff_3d.mp4}
%   {\includegraphics[width=50mm]{movie_ff_3d_mp4_icon.jpeg}}
% %
% \href{http://sokocalo.engr.ucdavis.edu/~jeremic/lecture_notes_online_material/_Chapter_Applications_Earthquake_Soil_Structure_Interaction_General_Aspects/ESSI_VisIt_movies_Jose_19May2015/movie_ff_1d.mp4}
%   {\includegraphics[width=50mm]{movie_ff_1d_mp4_icon.jpeg}}
% \end{center}
% 

% %\vspace*{-2mm}
% \begin{center}
% \hspace*{-15mm}
% %
% \movie[label=show3,width=6.0cm,poster,autostart,showcontrols]
%   {\includegraphics[width=50mm]{BJicon.png}}{/home/jeremic/tex/works/Thesis/JoseAntonioAbellMena/Dyke_results/movie01.mp4}
% %
% \movie[label=show3,width=6.0cm,poster,autostart,showcontrols]
%   {\includegraphics[width=50mm]{BJicon.png}}{/home/jeremic/tex/works/Thesis/JoseAntonioAbellMena/Dyke_results/movie04.mp4}
% \hspace*{-15mm}
% %
% \end{center}
 
\begin{center}
\href{http://sokocalo.engr.ucdavis.edu/~jeremic/lecture_notes_online_material/_Chapter_Applications_Earthquake_Soil_Structure_Interaction_General_Aspects/Layered_and_Dyke/Layered_850_ff.mp4}
  {\includegraphics[width=50mm]{Layered_850_ff.jpeg}}
%
\href{http://sokocalo.engr.ucdavis.edu/~jeremic/lecture_notes_online_material/_Chapter_Applications_Earthquake_Soil_Structure_Interaction_General_Aspects/Layered_and_Dyke/Layered_2500_ff.mp4}
  {\includegraphics[width=50mm]{Layered_2500_ff.jpeg}}
\end{center}



% \begin{flushleft}
% \vspace*{-15mm}
% \href{http://sokocalo.engr.ucdavis.edu/~jeremic/lecture_notes_online_material/_Chapter_Applications_Earthquake_Soil_Structure_Interaction_General_Aspects/ESSI_VisIt_movies_Jose_19May2015/movie_ff_3d.mp4}
% %  \href{./homo_50m-mesh_45degree_Ormsby.mp4}
%   {\tiny (MP4)}
% \end{flushleft}
% %


\end{frame}



%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
\begin{frame}
  \frametitle{Dyke/Sill Intrusion, Variable Source Depth}

\begin{itemize}

   \item Lower amplitudes than with layered only model!
   
   \item Difference in body and surface wave arrivals
   
   \item Surface waves present

\end{itemize}



\begin{figure}[!hbpt]
\begin{center}
%
\hspace*{-5mm}
%\includegraphics[width=4.0truecm]{/home/jeremic/tex/works/Thesis/JoseAntonioAbellMena/Dyke_results/dyke_right/bh_x_output_z850_dip45_gaussx4750.png}
\includegraphics[width=6.0truecm]{/home/jeremic/tex/works/Thesis/JoseAntonioAbellMena/Dyke_results/dyke_right/borehole_ux_gauss_x5000.png}
\includegraphics[width=6.0truecm]{/home/jeremic/tex/works/Thesis/JoseAntonioAbellMena/Dyke_results/dyke_right/borehole_uz_gauss_x5000.png}
%\includegraphics[width=4.0truecm]{/home/jeremic/tex/works/Thesis/JoseAntonioAbellMena/Dyke_results/dyke_right/bh_x_output_z850_dip45_gaussx5250.png}
%
\end{center}
\end{figure}

\end{frame}



%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%

\begin{frame}
  \frametitle{Dyke/Sill Intrusion, Variable Source Depth}


\vspace*{5mm}

\begin{itemize}

   \item Incoherent motion field 

   \item Note incoherence is in 2D (and really in 3D, it is reduced, for this model) 
   
   
\end{itemize}
\vspace*{-5mm}



\begin{figure}[!hbpt]
\begin{center}
%
\includegraphics[width=5.5truecm]{/home/jeremic/tex/works/Thesis/JoseAntonioAbellMena/Dyke_results/dyke_right/cut_output_z850_dip45_gauss.png}
\includegraphics[width=5.5truecm]{/home/jeremic/tex/works/Thesis/JoseAntonioAbellMena/Dyke_results/dyke_right/cut_output_z2500_dip45_gauss.png}
%
\end{center}
\end{figure}

\end{frame}


%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
\begin{frame}
\frametitle{Dyke/Sill Intrusion, Variable Source Depth}

%   
% \begin{center}
% \href{http://sokocalo.engr.ucdavis.edu/~jeremic/lecture_notes_online_material/_Chapter_Applications_Earthquake_Soil_Structure_Interaction_General_Aspects/ESSI_VisIt_movies_Jose_19May2015/movie_ff_3d.mp4}
%   {\includegraphics[width=50mm]{movie_ff_3d_mp4_icon.jpeg}}
% %
% \href{http://sokocalo.engr.ucdavis.edu/~jeremic/lecture_notes_online_material/_Chapter_Applications_Earthquake_Soil_Structure_Interaction_General_Aspects/ESSI_VisIt_movies_Jose_19May2015/movie_ff_1d.mp4}
%   {\includegraphics[width=50mm]{movie_ff_1d_mp4_icon.jpeg}}
% \end{center}
% 

% %\vspace*{-2mm}
% \begin{center}
% \hspace*{-15mm}
% %
% \movie[label=show3,width=6.0cm,poster,autostart,showcontrols]
%   {\includegraphics[width=50mm]{BJicon.png}}{/home/jeremic/tex/works/Thesis/JoseAntonioAbellMena/Dyke_results/movie02.mp4}
% %
% \movie[label=show3,width=6.0cm,poster,autostart,showcontrols]
%   {\includegraphics[width=50mm]{BJicon.png}}{/home/jeremic/tex/works/Thesis/JoseAntonioAbellMena/Dyke_results/movie03.mp4}
% \hspace*{-15mm}
% %
% \end{center}
% 


 
\begin{center}
\href{http://sokocalo.engr.ucdavis.edu/~jeremic/lecture_notes_online_material/_Chapter_Applications_Earthquake_Soil_Structure_Interaction_General_Aspects/Layered_and_Dyke/Dyke_850_ff.mp4}
  {\includegraphics[width=50mm]{Dyke_850_ff.jpeg}}
%
\href{http://sokocalo.engr.ucdavis.edu/~jeremic/lecture_notes_online_material/_Chapter_Applications_Earthquake_Soil_Structure_Interaction_General_Aspects/Layered_and_Dyke/Dyke_2500_ff.mp4}
  {\includegraphics[width=50mm]{Dyke_2500_ff.jpeg}}
\end{center}




% \begin{flushleft}
% \vspace*{-15mm}
% \href{http://sokocalo.engr.ucdavis.edu/~jeremic/lecture_notes_online_material/_Chapter_Applications_Earthquake_Soil_Structure_Interaction_General_Aspects/ESSI_VisIt_movies_Jose_19May2015/movie_ff_3d.mp4}
% %  \href{./homo_50m-mesh_45degree_Ormsby.mp4}
%   {\tiny (MP4)}
% \end{flushleft}
% %


\end{frame}




%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%

\begin{frame}
  \frametitle{Dyke/Sill as Seismic Energy Sink}

\vspace*{2mm}

\begin{itemize}

   \item  Dyke/Sill (right Fig),  made  of  stiff  rock,  is  an  energy  sink, as well as energy
   reflector

   \item  Variable  wave  lengths behave differently, depending on dyke/sill geometry
   and location
   
   
\end{itemize}

\vspace*{-5mm}


\begin{figure}[!hbpt]
\begin{center}
%
\includegraphics[width=5.5truecm]{/home/jeremic/tex/works/Thesis/JoseAntonioAbellMena/Dyke_results/dyke_no/cut_output_z2500_dip45_gauss.png}
\includegraphics[width=5.5truecm]{/home/jeremic/tex/works/Thesis/JoseAntonioAbellMena/Dyke_results/dyke_right/cut_output_z2500_dip45_gauss.png}
%
\end{center}
\end{figure}

\end{frame}



%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%

\begin{frame}
  \frametitle{Importance of Realistic Seismic Motion Fields}


\begin{itemize}

   \item   Developed synthetic (!) free field motions need to excite a number of
   (all!) possible responses from a nuclear facility

\vspace*{3mm}
   \item  Knowledge  of  detailed  geology  is  needed,  geometry  and  material
   properties, including inelasticity of shallow layers
   
   
\vspace*{3mm}
   \item  Reduction of modeling uncertainty
   
\vspace*{3mm}
   \item Direct use for Realistic ESSI simulations
   
   


\end{itemize}


\end{frame}



%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
\begin{frame}
\frametitle{6D vs 1D NPP ESSI Response Comparison}

%
% \vspace*{-2mm}
% \begin{center}
% \hspace*{-7mm}
% \movie[label=show3,width=8.8cm,poster,autostart,showcontrols]
%   {\includegraphics[width=69mm]{BJicon.png}}
%   {movie_2_npps.mp4}
% \end{center}
% 
% 
% \begin{flushleft}
% \vspace*{-15mm}
% \href{http://sokocalo.engr.ucdavis.edu/~jeremic/lecture_notes_online_material/_Chapter_Applications_Earthquake_Soil_Structure_Interaction_General_Aspects/ESSI_VisIt_movies_Jose_19May2015/movie_2_npps.mp4}
%   {\tiny (MP4)}
% \end{flushleft}
% %



\begin{center}
%\vspace*{-15mm}
\href{http://sokocalo.engr.ucdavis.edu/~jeremic/lecture_notes_online_material/_Chapter_Applications_Earthquake_Soil_Structure_Interaction_General_Aspects/ESSI_VisIt_movies_Jose_19May2015/movie_2_npps.mp4}
  {\includegraphics[width=80mm]{movie_2_npps_mp4_icon.jpeg}}
\end{center}
%





 \end{frame}



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\section{Summary}


\subsection*{Summary}


%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
\begin{frame}
  \frametitle{Concluding Remarks}

  \begin{itemize}

%\vspace*{2mm}
  \item 6D motions are important
%  , they make a (big) difference 

\vspace*{2mm}
     \item Need for high resolution motion fields 

\vspace*{2mm}
     \item  In addition to realistic geophysics models for motions (field), need
     for      stress-test, shake-out motions to find weak and strong links of a 
     soil structure systems (nuclear facilities)

\vspace*{2mm}
     \item  Simple source functions, focus on creating a range of motions at the
     location

\vspace*{2mm}
     \item       Geologic features (global and local) and   inelastic   material
     behavior needs to be characterized as they will (significantly) change/affect
     motions
     
\end{itemize}


\end{frame}

%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
\begin{frame}
  \frametitle{Needs, Current and Future Developments}

\begin{itemize}

\vspace*{1mm}
     \item Useful for Real ESSI analysis if large scale geophysical models can focus on
     local site specific features that are needed for realistic ESSI analysis


\vspace*{1mm}
     \item Education will prove essential 

\vspace*{1mm}
     \item    Inelastic/nonlinear  FEM modeling is available for both geophysics
     and ESSI simulations

\vspace*{1mm}
     \item    Stochastic  Elastic-Plastic FEM methodology in development, all in
     Real ESSI Simulator


\end{itemize}
 
\vspace*{-3mm}
\begin{figure}[!hbpt]
\begin{center}
%
\hspace*{-7mm}
\includegraphics[width=5.4truecm]{/home/jeremic/tex/works/Papers/2008/JGGE-GoverGmax/figures/YoungModulus_RawData_and_MeanTrend_01-Ed.pdf}
% \hfill
\includegraphics[width=3.6truecm]{/home/jeremic/tex/works/Papers/2008/JGGE-GoverGmax/figures/YoungModulus_Histogram_Normal_01-Ed.pdf}
%
\end{center}
\end{figure}

% \vspace*{-1.8cm}
% %\hspace*{-3.3cm}
% \begin{flushright}
% {\tiny
% Transformation  of SPT $N$-value: \\
% 1-D Young's modulus, $E$ \\
% (cf. Phoon and Kulhawy (1999B))\\
% ~}
% \end{flushright}
%


\end{frame}


%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
\begin{frame}
  \frametitle{Acknowledgement}

  \begin{itemize}



\vspace*{0.1cm}
  \item  Funding from and/or collaboration with the US-NRC, US-DOE, US-NSF,   CNSC,
  AREVA NP GmbH, and Shimizu Corp. is greatly appreciated,

\vspace*{4mm}
  \item  Collaborators:
%  Dr.    Budnitz    (LBNL),
  Prof. Yang,
  Dr. Cheng, Dr. Jie, Dr. Tafazzoli,
  Prof. Pisan{\`o},
  Mr. Watanabe,
  Mr. Vlaski,
  Mr. Orbovi{\'c},
  Dr. McCallen, Dr. Budnitz, Dr. Kammerer, 
  and
  UCD students:
  Mr. Abell,
  Mr. Feng,
  Mr. Sinha,
  Mr. Luo,
  Mr. Lacour,
  Mr. Yang,
  Ms. Behbehani
% 
% 
\end{itemize}


\end{frame}




\end{document}

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