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% %% Jose Antonio Abell Mena provided this for DSL descriptions
% % (used in a file _Chapter_SoftwareHardware_Domain_Specific_Language_English.tex
% % This is added for listing FEI DSL
% %   since   he   customized   it,   it   needs   to   be   changed   (linked  to
% % /usr/share/texmf/tex/latex/misc)
% %\usepackage{myListings}
% \input{essi_listings_options.tex}

 
\usepackage[absolute,overlay]{textpos}


  
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% % for listing DSL
% \input{essi_listings_options.tex}
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% for inclusion of other PDF pages, in this case Frank's presentation
\usepackage{pdfpages}

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{{\sf \uppercase{F}\kern-0.20em\uppercase{E}\kern-0.20em\uppercase{I}}}

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%  \usetheme{Marburg} % ima naslov i sadrzaj sa desne strane
%  \usetheme{Hannover} % ima naslov i sadrzaj sa leve strane
%  \usetheme{Singapore} % ima sadrzaj i tackice gore
%  \usetheme{Antibes}  % ima sadrzaj gore i kao graf ...
%  \usetheme{Berkeley} % ima sadrzaj desno
%  \usetheme{Berlin} % ima sadrzaj gore i tackice
%  \usetheme{Goettingen} % ima sadrzxaj za desne strane
%  \usetheme{Montpellier} % ima graf sadrzaj gore
%  \usetheme{Warsaw}
%  \usetheme{Warsaw}
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% or ...

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%  \setbeamercovered{transparent}
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%  \usecolortheme{beetle} % siva pozadina (vrh plav)
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%%%%%%%
%  \usecolortheme{BorisJeremic}
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}

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%%%%  HYPERREF  HYPERREF  HYPERREF  HYPERREF  HYPERREF
%%%%  HYPERREF  HYPERREF  HYPERREF  HYPERREF  HYPERREF
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}
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%             colorlinks=true,
%             linkcolor=webblue,
%             citecolor=webblue,
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%             linktocpage,
%             pdftex]{hyperref}


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\usepackage[latin1]{inputenc}
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% does not look nice, try deleting the line with the fontenc.



%      Site Specific Dynamics of Structures: 
%From Seismic Source to 
%the Safety of Occupants and Content


\title[ESSI Analysis for SMATCH]
        {SMATCH Benchmark, LBNL-NRC Team 
%         \\ ~ \\
%         Aug2025
         }


%\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}}
% - Give the names in the same order as the appear in the paper.
% - Use the \inst{?} command only if the authors have different
%   affiliation.
\pgfdeclareimage[height=0.2cm]{university-logo}{/home/jeremic/BG/amblemi/ucdavis_logo_blue_sm}
\pgfdeclareimage[height=0.7cm]{lbnl-logo}{/home/jeremic/BG/amblemi/lbnl-logo}


%\author[Jeremi{\'c} et al.] % (optional, use only with lots of authors)
%\author[Jeremi{\'c} et al.; UCDavis/LBNL/US-NRC] % (optional, use only with lots of authors)
%\author[Jeremi{\'c}, Li, Nie, Graizer; UCDavis/LBNL/US-NRC] % (optional, use only with lots of authors)
\author[Jeremi{\'c}, Li, Nie, Graizer] % (optional, use only with lots of authors)
%{Boris~Jeremi{\'c}}
%{Huan Li, Jinsuo Nie, Vladimir Graizer, Jos{\'e} Pires and Boris Jeremi{\'c}}
{~\\~\\{Boris Jeremi{\'c} \\ UCDavis, LBNL \\ ~\\}
{Huan Li, Jinsuo Nie, Vladimir Graizer \\ US-NRC}}


%\institute[Computational Geomechanics Group \hspace*{0.3truecm}
\institute[UCDavis, LBNL, US-NRC] % (optional, but mostly needed)
%\institute[\pgfuseimage{university-logo}\hspace*{0.1truecm}\pgfuseimage{lbnl-logo}] % (optional, but mostly needed)
%\institute[\pgfuseimage{university-logo}] % (optional, but mostly needed)
%{ Professor, University of California, Davis\\
%{US-NRC; LBNL; UCD}
%{ University of California, Davis, CA, 
%\\
%Lawrence Berkeley National Laboratory, Berkeley, CA}
% % - Use the \inst command only if there are several affiliations.
% - Keep it simple, no one is interested in your street address.


\date[] % (optional, should be abbreviation of conference name)
{}
% {\small NRC SMATCH Monthly Meeting \\
%   29Jan2024}

\subject{}
% This is only inserted into the PDF information catalog. Can be left
% out.



% If you have a file called "university-logo-filename.xxx", where xxx
% is a graphic format that can be processed by latex or pdflatex,
% resp., then you can add a logo as follows:

%\pgfdeclareimage[height=0.2cm]{university-logo}{/home/jeremic/BG/amblemi/ucdavis_logo_gold_lrg}
%\logo{\pgfuseimage{university-logo}}

% \pgfdeclareimage[height=0.5cm]{university-logo}{university-logo-filename}
% \logo{\pgfuseimage{university-logo}}







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% % % the following command:
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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
% solution:

% - 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
%   are going to talk about. So *simplify*!
% - In a 20min talk, getting the main ideas across is hard
%   enough. Leave out details, even if it means being less precise than
%   you think necessary.
% - If you omit details that are vital to the proof/implementation,
%   just say so once. Everybody will be happy with that.



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


\begin{itemize}
    

\vspace*{5mm}
     \item[-] Introduction


\vspace*{5mm}
     \item[-] Cruas SSI Behavior


\vspace*{5mm}
     \item[-] Summary



\end{itemize}


\end{frame}


   








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% 
%  %\subsection{Motivation}
\section{Cruas NPP Response}
%\section{SMATCH Project Progress}
%  









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\subsection{Cruas NPP Seismic Motions}

% 
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% \begin{frame}
%  \frametitle{Cruas NPP Location}
% 
% 
% \begin{figure}[!hbpt]
% \begin{center}
% \includegraphics[width=9.0truecm]{/home/jeremic/tex/works/lecture_notes_SOKOCALO/Figure-files/_Chapter_Applications_ESSI_for_Cruas_NPP/Cruas_stations.pdf}
% %\caption{\label{Cruas_NPP_stations} Locations of the free-field instruments at the Cruas NPP and near Le Teil}
% \end{center}
% \end{figure}
% 
% 
% % 
% % % \begin{itemize}
% %     
% % 
% %      \item[-]
% % 
% % 
% % \end{itemize}
% 
% 
% \end{frame}
% 
% 
%    


%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
\begin{frame}
 \frametitle{Le Teil Earthquake Motions and Cruas NPP Site}
     

\begin{itemize}

\vspace*{1mm}
\item[-] Super shear EQ: \\
$V_{slip}=1800$m/s, \\
 $Vs=1600$~m/s,

\vspace*{1mm}
\item[-] Geology: soft surface soil, \\
soft and hard rock, shallow

\vspace*{1mm}
\item[-] More material data for \\
soil and interfaces  needed

\vspace*{1mm}
\item[-] Seismic wave field: \\
Rayleigh waves, \\
Stoneley waves
   
% \vspace*{3mm}
% \item[-] Real-ESSI Simulator: \hspace*{3mm}
% \underline{\url{http://real-essi.us/}}
%    


\end{itemize}




\vspace*{-55mm}
\begin{figure}[!h]
\begin{flushright}
\includegraphics[width=5.0truecm]{/home/jeremic/tex/works/lecture_notes_SOKOCALO/Figure-files/_Chapter_Applications_ESSI_for_Cruas_NPP/Cruas_motions-station1.pdf}
%\includegraphics[width=11.0truecm]{/home/jeremic/tex/works/lecture_notes_SOKOCALO/Figure-files/_Chapter_Applications_ESSI_for_Cruas_NPP/Cruas-RAN-acc_Le_Teil_EQ.pdf}
%\caption{\label{Cruas_NPP_EQ_acc_01} Time function of the free-field ground
%acceleration at Cruas NPP (probably at station~1 or station~2 from
%Table~\ref{tab:stations-free-field} and Figure~\ref{Cruas_NPP_stations}) due to
%the Le Teil earthquake after \citep{Viallet2022}: east-west (EW) component,
%north-south (NS) component and up-down (UD) component}
\end{flushright}
%\hspace*{-10mm}
\end{figure}

% \begin{figure}[!hbpt]
% \begin{center}
% \includegraphics[width=9.0truecm]{/home/jeremic/tex/works/lecture_notes_SOKOCALO/Figure-files/_Chapter_Applications_ESSI_for_Cruas_NPP/Cruas_NPP_soil_profiles.pdf}
% %\caption{\label{Cruas_NPP_soil_profile} Shallow geology profiles at station~1 and station~2 at Cruas NPP}
% \end{center}
% \end{figure}


\end{frame}


   



% 
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% \begin{frame}
%  \frametitle{Le Teil Fault Slip, Super-Shear EQ}
%      
%      
% \begin{table}[!htb]
%  \centering
%  \footnotesize
%  \caption{Characteristics of the slip along the Rouvi{\`e}re fault}
%  \label{tab:Le-Teil-earthquake}
%  \begin{tabular}{cccccccc}
%  \hline
%  Lat.   & Long.   & Depth  & Mw   & Dip  & Strike & Rake   & Velocity\\
%  $^\circ$   & $^\circ$   & km  &    & $^\circ$ & $^\circ$ & $^\circ$  & m/s\\
%  \hline
% % $44.52\pm0.01$ & $4.67\pm0.01$ & $1\pm0.5$ & $4.9\pm0.1$ & $55\pm5$ & $45\pm5$ & $90\pm10$ & $1800$\\
%  $44.52$ & $4.67$ & $1\pm0.5$ & $4.9\pm0.1$ & $55\pm5$ & $45\pm5$ & $90\pm10$ & $1800$\\
%  \hline
%  \end{tabular}
% \end{table}
% %
% 
% Super Shear EQ: $V_{slip}=1800$m/s, while $Vs=1600$~m/s,
% 
% %This indicates the so\nobreakdash-called
% %\textit{super\nobreakdash-shear}\dots.
% 
% 
% \end{frame}
% 
% 
%    
% 
% 
% 
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% \begin{frame}
%  \frametitle{Le Teil EQ, Ground Motions at Cruas NPP}
%      
%          
% \begin{figure}[!h]
% \begin{center}
% \includegraphics[width=6.0truecm]{/home/jeremic/tex/works/lecture_notes_SOKOCALO/Figure-files/_Chapter_Applications_ESSI_for_Cruas_NPP/Cruas_motions-station1.pdf}
% %\includegraphics[width=11.0truecm]{/home/jeremic/tex/works/lecture_notes_SOKOCALO/Figure-files/_Chapter_Applications_ESSI_for_Cruas_NPP/Cruas-RAN-acc_Le_Teil_EQ.pdf}
% %\caption{\label{Cruas_NPP_EQ_acc_01} Time function of the free-field ground
% %acceleration at Cruas NPP (probably at station~1 or station~2 from
% %Table~\ref{tab:stations-free-field} and Figure~\ref{Cruas_NPP_stations}) due to
% %the Le Teil earthquake after \citep{Viallet2022}: east-west (EW) component,
% %north-south (NS) component and up-down (UD) component}
% \end{center}
% \end{figure}
% 
% 
% \end{frame}
% % 
% % 
% %    
% 
% % %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% \begin{frame}
%  \frametitle{Cruas NPP Site}
%      
% %  
% %  Stations \#1 and \#2, separated by $\approx$ 800m/2600ft
% %  
% \begin{figure}[!hbpt]
% \begin{center}
% \includegraphics[width=8.0truecm]{/home/jeremic/tex/works/lecture_notes_SOKOCALO/Figure-files/_Chapter_Applications_ESSI_for_Cruas_NPP/Cruas_NPP_soil_profiles.pdf}
% %\caption{\label{Cruas_NPP_soil_profile} Shallow geology profiles at station~1 and station~2 at Cruas NPP}
% \end{center}
% \end{figure}
% 
% 
% % \begin{itemize}
% %     
% % 
% %     
% % 
% %      \item[-]
% % 
% % 
% % \end{itemize}
% 
% 
% \end{frame}
% 
% 
   




% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% \begin{frame}
%  \frametitle{Le Teil EQ, Rayleigh/Surface Wave at Cruas NPP}
%      
%           
% \end{frame}
% 
% % %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% % \begin{frame}
%  \frametitle{Le Teil EQ, Acceleration, Station \#1, N-S}
%      
%          
% \begin{figure}[!h]
% \begin{center}
% \includegraphics[width=7.50truecm]{/home/jeremic/tex/works/lecture_notes_SOKOCALO/Figure-files/_Chapter_Applications_ESSI_for_Cruas_NPP/Cruas_acc-station1-hodo-NS-2.pdf}
% %\caption{\label{Cruas_NPP_EQ_acc_01} Time function of the free-field ground
% %acceleration at Cruas NPP (probably at station~1 or station~2 from
% %Table~\ref{tab:stations-free-field} and Figure~\ref{Cruas_NPP_stations}) due to
% %the Le Teil earthquake after \citep{Viallet2022}: east-west (EW) component,
% %north-south (NS) component and up-down (UD) component}
% \end{center}
% \end{figure}
% 
% 
% \end{frame}
% 
% 
% 
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% \begin{frame}
%  \frametitle{Le Teil EQ, Acceleration, Station \#1, E-W}
%      
%          
% \begin{figure}[!h]
% \begin{center}
% \includegraphics[width=7.50truecm]{/home/jeremic/tex/works/lecture_notes_SOKOCALO/Figure-files/_Chapter_Applications_ESSI_for_Cruas_NPP/Cruas_acc-station1-hodo-EW-2.pdf}
% %\caption{\label{Cruas_NPP_EQ_acc_01} Time function of the free-field ground
% %acceleration at Cruas NPP (probably at station~1 or station~2 from
% %Table~\ref{tab:stations-free-field} and Figure~\ref{Cruas_NPP_stations}) due to
% %the Le Teil earthquake after \citep{Viallet2022}: east-west (EW) component,
% %north-south (NS) component and up-down (UD) component}
% \end{center}
% \end{figure}
% 
% 
% \end{frame}
% 
% 
% 



% 
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% \begin{frame}
%  \frametitle{Le Teil EQ, Displacement, Station \#1, N-S}
%      
%          
% \begin{figure}[!h]
% \begin{center}
% \includegraphics[width=7.50truecm]{/home/jeremic/tex/works/lecture_notes_SOKOCALO/Figure-files/_Chapter_Applications_ESSI_for_Cruas_NPP/Cruas_uu-station1-hodo-NS-2.pdf}
% %\caption{\label{Cruas_NPP_EQ_acc_01} Time function of the free-field ground
% %acceleration at Cruas NPP (probably at station~1 or station~2 from
% %Table~\ref{tab:stations-free-field} and Figure~\ref{Cruas_NPP_stations}) due to
% %the Le Teil earthquake after \citep{Viallet2022}: east-west (EW) component,
% %north-south (NS) component and up-down (UD) component}
% \end{center}
% \end{figure}
% 
% 
% \end{frame}
% 

% 
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% \begin{frame}
%  \frametitle{Le Teil EQ, Displacement, Station \#1, E-W}
%      
%          
% \begin{figure}[!h]
% \begin{center}
% \includegraphics[width=7.50truecm]{/home/jeremic/tex/works/lecture_notes_SOKOCALO/Figure-files/_Chapter_Applications_ESSI_for_Cruas_NPP/Cruas_uu-station1-hodo-EW-2.pdf}
% %\caption{\label{Cruas_NPP_EQ_acc_01} Time function of the free-field ground
% %acceleration at Cruas NPP (probably at station~1 or station~2 from
% %Table~\ref{tab:stations-free-field} and Figure~\ref{Cruas_NPP_stations}) due to
% %the Le Teil earthquake after \citep{Viallet2022}: east-west (EW) component,
% %north-south (NS) component and up-down (UD) component}
% \end{center}
% \end{figure}
% 
% 
% \end{frame}
% 














% 
%  %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%  \begin{frame}
%   \frametitle{Le Teil EQ, Acceleration, Station \#1, N-S}
%       
%           
%  \begin{figure}[!h]
%  \begin{center}
%  \includegraphics[width=7.50truecm]{/home/jeremic/tex/works/lecture_notes_SOKOCALO/Figure-files/_Chapter_Applications_ESSI_for_Cruas_NPP/Cruas_acc-station1-hodo-NS.pdf}
%  %\caption{\label{Cruas_NPP_EQ_acc_01} Time function of the free-field ground
%  %acceleration at Cruas NPP (probably at station~1 or station~2 from
%  %Table~\ref{tab:stations-free-field} and Figure~\ref{Cruas_NPP_stations}) due to
%  %the Le Teil earthquake after \citep{Viallet2022}: east-west (EW) component,
%  %north-south (NS) component and up-down (UD) component}
%  \end{center}
%  \end{figure}
%  
%  
%  \end{frame}


% 
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% \begin{frame}
%  \frametitle{Le Teil EQ, Acceleration, Station \#1, E-W}
%      
%          
% \begin{figure}[!h]
% \begin{center}
% \includegraphics[width=7.50truecm]{/home/jeremic/tex/works/lecture_notes_SOKOCALO/Figure-files/_Chapter_Applications_ESSI_for_Cruas_NPP/Cruas_acc-station1-hodo-EW.pdf}
% %\caption{\label{Cruas_NPP_EQ_acc_01} Time function of the free-field ground
% %acceleration at Cruas NPP (probably at station~1 or station~2 from
% %Table~\ref{tab:stations-free-field} and Figure~\ref{Cruas_NPP_stations}) due to
% %the Le Teil earthquake after \citep{Viallet2022}: east-west (EW) component,
% %north-south (NS) component and up-down (UD) component}
% \end{center}
% \end{figure}
% 
% 
% \end{frame}
% 
% 





%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
\begin{frame}
 \frametitle{Le Teil EQ, Displacement, Station \#1, N-S, U-D}
     
         
\begin{figure}[!h]
\begin{center}
\includegraphics[width=7.50truecm]{/home/jeremic/tex/works/lecture_notes_SOKOCALO/Figure-files/_Chapter_Applications_ESSI_for_Cruas_NPP/Cruas_uu-station1-hodo-NS.pdf}
%\caption{\label{Cruas_NPP_EQ_acc_01} Time function of the free-field ground
%acceleration at Cruas NPP (probably at station~1 or station~2 from
%Table~\ref{tab:stations-free-field} and Figure~\ref{Cruas_NPP_stations}) due to
%the Le Teil earthquake after \citep{Viallet2022}: east-west (EW) component,
%north-south (NS) component and up-down (UD) component}
\end{center}
\end{figure}


\end{frame}


% 
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% \begin{frame}
%  \frametitle{Le Teil EQ, Displacement, Station \#1, E-W}
%      
%          
% \begin{figure}[!h]
% \begin{center}
% \includegraphics[width=7.50truecm]{/home/jeremic/tex/works/lecture_notes_SOKOCALO/Figure-files/_Chapter_Applications_ESSI_for_Cruas_NPP/Cruas_uu-station1-hodo-EW.pdf}
% %\caption{\label{Cruas_NPP_EQ_acc_01} Time function of the free-field ground
% %acceleration at Cruas NPP (probably at station~1 or station~2 from
% %Table~\ref{tab:stations-free-field} and Figure~\ref{Cruas_NPP_stations}) due to
% %the Le Teil earthquake after \citep{Viallet2022}: east-west (EW) component,
% %north-south (NS) component and up-down (UD) component}
% \end{center}
% \end{figure}
% 
% 
% \end{frame}
% 
% 




















% 
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% \begin{frame}
%  \frametitle{Le Teil EQ, Surface Wave }
%      
% 
% 
% \begin{itemize}
%  \item[-]  $a_{EW}=0.045g$
%  \item[-]  $a_{NS}=0.022g$
%  \item[-]  $a_{UD}=0.25g$
% \end{itemize}
% 
% \noindent
% %Assuming that all three components occur at the same time,
% %from graphical analysis, as seen in 
% %Figure~\ref{Cruas_NPP_EQ_acc_02}
% %on page~\pageref{Cruas_NPP_EQ_acc_02}, this is a plausible assumption, 
% Maximum horizontal components, using vectorial addition:
% %
% \begin{eqnarray*}
% a_{HOR} = \sqrt{ (0.45g)^2 + (0.22g)^2 }  =
% \\ 
% \sqrt{ 0.002025g^2 + 0.000484g^2 }  = 
% \sqrt{0.002425 g^2} = 
% 0.04924 g 
% \end{eqnarray*}
% 
% 
% 
% \noindent
% It follows that the ratio of horizontal to vertical acceleration is
% %
% \begin{equation*}
% R_{HV} = a_{HOR} / a_{UD} = 
% 0.04924 g / 0.025 g =
% 1.97 \approx 2
% \end{equation*}
% 
% 
% 
% 
% \end{frame}
% 
%    
% 
%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
\begin{frame}
 \frametitle{ESSI, Small Regional Scale Model}
     
         


 
\begin{figure}[!h]
\begin{center}
\includegraphics[width=10.0truecm]{/home/jeremic/tex/works/lecture_notes_SOKOCALO/Figure-files/_Chapter_Applications_ESSI_for_Cruas_NPP/Cruas_model-2d-ela.pdf}
%\caption{\label{Cruas_NPP_model-2d-ela} FE model used in the preliminary \twoD simulation of the Le Teil earthquake}
\end{center}
\end{figure}
%


\end{frame}


   
%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
\begin{frame}
 \frametitle{ESSI, EQ, Disp., $1.3$km away, Surface ($-0m$)}
     
         


 
\begin{figure}[!h]
\begin{center}
\includegraphics[width=9.0truecm]{/home/jeremic/tex/works/lecture_notes_SOKOCALO/Figure-files/_Chapter_Applications_ESSI_for_Cruas_NPP/Cruas_disp-hodo-2D-ela-z0.pdf}
%\caption{\label{Cruas_NPP_model-2d-ela} FE model used in the preliminary \twoD simulation of the Le Teil earthquake}
\end{center}
\end{figure}
%


\end{frame}

% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% \begin{frame}
%  \frametitle{ESSI EQ, Disp., $1.3$km away, Rock ($-20m$)}
%      
%          
% 
% 
%  
% \begin{figure}[!h]
% \begin{center}
% \includegraphics[width=9.0truecm]{/home/jeremic/tex/works/lecture_notes_SOKOCALO/Figure-files/_Chapter_Applications_ESSI_for_Cruas_NPP/Cruas_disp-hodo-2D-ela-z20.pdf}
% %\caption{\label{Cruas_NPP_model-2d-ela} FE model used in the preliminary \twoD simulation of the Le Teil earthquake}
% \end{center}
% \end{figure}
% %
% 
% 
% \end{frame}


%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
\begin{frame}
 \frametitle{ESSI EQ, Acc., $1.3$km away, Surface ($-0m$)}
     
         


 
\begin{figure}[!h]
\begin{center}
\includegraphics[width=9.0truecm]{/home/jeremic/tex/works/lecture_notes_SOKOCALO/Figure-files/_Chapter_Applications_ESSI_for_Cruas_NPP/Cruas_acc-hodo-2D-ela-z0.pdf}
%\caption{\label{Cruas_NPP_model-2d-ela} FE model used in the preliminary \twoD simulation of the Le Teil earthquake}
\end{center}
\end{figure}
%


\end{frame}
% 
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% \begin{frame}
%  \frametitle{ESSI EQ, Acc.  $1.3$km away, Rock ($-20m$)}
%      
%          
% 
% 
%  
% \begin{figure}[!h]
% \begin{center}
% \includegraphics[width=9.0truecm]{/home/jeremic/tex/works/lecture_notes_SOKOCALO/Figure-files/_Chapter_Applications_ESSI_for_Cruas_NPP/Cruas_acc-hodo-2D-ela-z20}
% %\caption{\label{Cruas_NPP_model-2d-ela} FE model used in the preliminary \twoD simulation of the Le Teil earthquake}
% \end{center}
% \end{figure}
% %
% 
% 
% \end{frame}
% 
   











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\subsection{Cruas NPP FEM Analysis}




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% 




% %     
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% \begin{frame}
%  \frametitle{Cruas NPP Model}
%      
%          
% 
% \vspace*{4mm}
% \begin{itemize}
% 
% 
% \vspace*{2mm}
% \item[-] Real-ESSI FEI model for Structure/slab finalized
% 
% \vspace*{2mm}
% \item[-] Collaboration with the ETH-Zuerich  on model development
% 
% %\vspace*{1mm}
% %\item[-] \url{http://sokocalo.engr.ucdavis.edu/~jeremic/for_US-NRC/Model_Cruas_NPP_03Jun2024/}
% 
% 
% \end{itemize}
% 
% 
% 
% 
% %\hspace*{5mm}
% \begin{figure}[!h]
% \begin{center}
% \includegraphics[width=6.0truecm]{/home/jeremic/tex/works/Conferences/2024/NRC_Monthly_telecon_SMATCH_Benchmark_22Apr2024/Cruas_NPP_model_graphics/CRUAS_model_cross_section.png}
% \end{center}
% \end{figure}
% 
% 
% \end{frame}
% 
% 

    


%     
%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
\begin{frame}
 \frametitle{Cruas NPP FEM Model}
     
         

\vspace*{4mm}

% \begin{itemize}
% 
% 
% \vspace*{2mm}
% \item[-] Cruas NPP FEM model for  Real-ESSI
% 
% %\vspace*{2mm}
% %\item[-] Collaboration with the ETH-Zuerich  on model development
% 
% %\vspace*{1mm}
% %\item[-] \url{http://sokocalo.engr.ucdavis.edu/~jeremic/for_US-NRC/Model_Cruas_NPP_03Jun2024/}
% 
% 
% \end{itemize}




\hspace*{-30mm}
\begin{figure}[!h]
\begin{center}
\hspace*{-30mm}
\includegraphics[width=6.0truecm]{/home/jeremic/tex/works/Conferences/2024/NRC_Monthly_telecon_SMATCH_Benchmark_22Apr2024/Cruas_NPP_model_graphics/CRUAS_model_cross_section.png}
\includegraphics[width=6.0truecm]{/home/jeremic/tex/works/Conferences/2024/NRC_Monthly_telecon_SMATCH_Benchmark_04Sep2024/present/Cruas_NPP_DRM_model.png}
\hspace*{-30mm}
\end{center}
\end{figure}
\hspace*{-30mm}


\end{frame}



      

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%  %\subsection{Motivation}
% \subsection{Cruas NPP Model and Motions}
   


 
% 
%   %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%   \begin{frame}
%    \frametitle{Cruas NPP Site}
%   
%   
%   \begin{figure}[!hbpt]
%   \begin{center}
%   \includegraphics[width=9.0truecm]{/home/jeremic/tex/works/lecture_notes_SOKOCALO/Figure-files/_Chapter_Applications_ESSI_for_Cruas_NPP/Cruas_stations.pdf}
%   %\caption{\label{Cruas_NPP_stations} Locations of the free-field instruments at the Cruas NPP and near Le Teil}
%   \end{center}
%   \end{figure}
%   
%   
%   % 
%   % % \begin{itemize}
%   %     
%   % 
%   %      \item[-]
%   % 
%   % 
%   % \end{itemize}
%   
%   
%   \end{frame}
%   
%   
%      
%   
%   
%   %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%   \begin{frame}
%    \frametitle{Cruas NPP Site}
%        
%   %  
%   %  Stations \#1 and \#2, separated by $\approx$ 800m/2600ft
%   %  
%   \begin{figure}[!hbpt]
%   \begin{center}
%   \includegraphics[width=8.0truecm]{/home/jeremic/tex/works/lecture_notes_SOKOCALO/Figure-files/_Chapter_Applications_ESSI_for_Cruas_NPP/Cruas_NPP_soil_profiles.pdf}
%   %\caption{\label{Cruas_NPP_soil_profile} Shallow geology profiles at station~1 and station~2 at Cruas NPP}
%   \end{center}
%   \end{figure}
%   
%   
%   % \begin{itemize}
%   %     
%   % 
%   %     
%   % 
%   %      \item[-]
%   % 
%   % 
%   % \end{itemize}
%   
%   
%   \end{frame}
%   
%   
%      
%   
%   




%   
%   %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%   \begin{frame}
%    \frametitle{Cruas NPP Model}
%        
%            
%   \hspace*{5mm}
%   \begin{figure}[!h]
%   \begin{center}
%   \includegraphics[width=8.0truecm]{/home/jeremic/tex/works/Conferences/2024/NRC_Monthly_telecon_SMATCH_Benchmark_22Apr2024/Cruas_NPP_model_graphics/CRUAS_model_cross_section.png}
%   \end{center}
%   \end{figure}
%   
%   
%   \end{frame}
%   

%   
%   %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%   \begin{frame}
%    \frametitle{Cruas NPP Model, Dimensions}
%        
%            
%   \hspace*{5mm}
%   \begin{figure}[!h]
%   \begin{center}
%   \includegraphics[width=10.0truecm]{/home/jeremic/tex/works/Conferences/2024/NRC_Monthly_telecon_SMATCH_Benchmark_15Jul2024/present/Cruas_NPP_cross_section_DIMENSIONS.png}
%   \end{center}
%   \end{figure}
%   
%   
%   \end{frame}
%   
%   
%   
%   %    
%   %  %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%  \begin{frame}
%   \frametitle{Cruas NPP Eigen Analysis}
%       
%  %  
%   
%   \begin{itemize}
%   
%  \vspace*{2mm}
%     \item[-] Total mass, NPP (two slabs): $M = 409,829$~t
%   
%  \vspace*{2mm}
%     \item[-] Internal structure, $F^{is}_{1,2} = 3.9; 4.0$~Hz
%   
%  \vspace*{2mm}
%     \item[-] Shield building, $F^{sb}_{1,2} = 4.2; 4.3$~Hz
%   
%  \vspace*{2mm}
%     \item[-] NPP island on isolators ($M = 409,000$~t, $39,945$~MN ),   $F = 1.3$~Hz
%   
%  \vspace*{2mm}
%     \item[-] $M = 409,000$~t),   $F = 1.3$~Hz
%   
%  
%       \item[-] Overall Compressional Stiffness, 1812 pads, \\ $K_c =
%       6,506,892,000.00$~kN/m
%  
%  
%   \end{itemize}
%  
%  
%  \end{frame}
%  %  
%  %     
%  %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%  \begin{frame}
%   \frametitle{Cruas NPP Eigen Analysis}
%       
%  
%  
%  \begin{itemize}
%  
%    \item[-]
%  
%    \item[-]
%  
%    \item[-]                      % 

%  
%    \item[-]
%  
%    \item[-]
%  
%    \item[-]
%  
%  
%  \end{itemize}
%  
%  
%           
%  % \hspace*{5mm}
%  % \begin{figure}[!h]
%  % \begin{center}                % 

%  % \includegraphics[width=10.0truecm]{/home/jeremic/tex/works/Conferences/2024/NRC_Monthly_telecon_SMATCH_Benchmark_14Jun2024/present/Cruas_NPP_gravity_disp.png}
%  % \end{center}
%  % \end{figure}
%  
%  
%  \end{frame}
%  
%  





%       
%  
%  
%  %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%  \begin{frame}
%   \frametitle{Cruas NPP Model}
%       
%           
%  \hspace*{5mm}
%  \begin{figure}[!h]
%  \begin{center}
%  %\includegraphics[width=3.0truecm]{/home/jeremic/tex/works/Conferences/2024/NRC_Monthly_telecon_SMATCH_Benchmark_22Apr2024/Cruas_NPP_model_graphics/CRUAS_model_xz_1.png}
%  %\includegraphics[width=3.0truecm]{/home/jeremic/tex/works/Conferences/2024/NRC_Monthly_telecon_SMATCH_Benchmark_22Apr2024/Cruas_NPP_model_graphics/CRUAS_model_xz_2.png}
%  %\includegraphics[width=3.0truecm]{/home/jeremic/tex/works/Conferences/2024/NRC_Monthly_telecon_SMATCH_Benchmark_22Apr2024/Cruas_NPP_model_graphics/CRUAS_model_yz_1.png}
%  %\includegraphics[width=3.0truecm]{/home/jeremic/tex/works/Conferences/2024/NRC_Monthly_telecon_SMATCH_Benchmark_22Apr2024/Cruas_NPP_model_graphics/CRUAS_model_yz_2.png}
%  \includegraphics[width=10.0truecm]{/home/jeremic/tex/works/Conferences/2024/NRC_Monthly_telecon_SMATCH_Benchmark_22Apr2024/Cruas_NPP_model_graphics/CRUAS_model_bottom.png}
%  %\includegraphics[width=3.0truecm]{/home/jeremic/tex/works/Conferences/2024/NRC_Monthly_telecon_SMATCH_Benchmark_22Apr2024/Cruas_NPP_model_graphics/CRUAS_model_top.png}
%  \end{center}
%  \end{figure}
%  
%  
%  \end{frame}




   
%  

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% 
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% \begin{frame}
%  \frametitle{Cruas NPP Isolator Pads}
% 
% 
% \vspace*{-10mm}
% \begin{itemize}
%     
%      \item[-] Compressional Stiffness, per pad, \\ $K_c = 3,591.00$~MN/m
% 
% %\vspace*{3mm}
%      \item[-] Shear  Stiffness, per pad, \\ $K_s = 15.685.00$~MN/m
% 
% %\vspace*{3mm}
%      \item[-] Overall Compressional Stiffness, 1812 pads, \\ $K_c =
%      6,506,892.00$~MN/m
% 
% %\vspace*{3mm}
%      \item[-] Overall Shear Stiffness, 1812 pads, \\ $K_s = 28,421.22$~MN/m
% 
% \end{itemize}
% 
% 
% 
% \vspace*{-50mm}
% \begin{figure}[!h]
% \begin{flushright}
% %\hspace*{-5mm}
% \includegraphics[width=4.0truecm]{/home/jeremic/tex/works/Conferences/2024/NRC_Monthly_telecon_SMATCH_Benchmark_15Jul2024/present/Cruas_NPP_elastomeric_pad.png}
% \end{flushright}
% \end{figure}
% 
% 
% \end{frame}
% 






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% \subsection{Cruas NPP Eigen Analysis}




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% 




%     
% 
% 
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% \begin{frame}
%  \frametitle{Cruas NPP Eigen Analysis}
%      
% %  
%  
%  \begin{itemize}
%  
% \vspace*{1mm}
%    \item[-] Total mass, NPP (two slabs): $M = 409,829$~t
%  
% \vspace*{1mm}
%    \item[-] Internal structure, $F^{is}_{1,2} = 3.9; 4.0$~Hz
%  
% \vspace*{1mm}
%    \item[-] Shield building, $F^{sb}_{1,2} = 4.2; 4.3$~Hz
%  
% \vspace*{1mm}
%    \item[-] NPP island on isolators ($M = 409,000$~t, $39,945$~MN ), 
%  
% %\vspace*{1mm}
% %   \item[-] $M = 409,000$~t),  
%  
% % https://www.omnicalculator.com/physics/natural-frequency
% % https://www.omnicalculator.com/physics/natural-frequency#how-do-you-calculate-the-natural-frequency-of-a-coiled-spring
% \vspace*{1mm}
%      \item[-] Shear/Horizontal Stiffness $K_H = 28,421.22$~MN/m
% 
% \vspace*{1mm}
%      \item[-] Horizontal/shear eigen frequency $F_h = 1.32$~Hz
% 
% % https://www.omnicalculator.com/physics/natural-frequency
% % https://www.omnicalculator.com/physics/natural-frequency#how-do-you-calculate-the-natural-frequency-of-a-coiled-spring
% 
% \vspace*{1mm}
%      \item[-] Axial/Vertical Stiffness  $K_V = 6,506,892.00$~MN/m
% 
% 
% \vspace*{1mm}
%      \item[-] Vertical/axial eigen frequency $F_v = 20.075$~Hz
% 
% 
%  \end{itemize}
% 
% 
% \end{frame}
% %  
% %     






   
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% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% \begin{frame}
%  \frametitle{Cruas NPP Isolator Aging/Stiffness}
%      
% \begin{itemize}
%  \vspace*{1mm}
%    \item[-]   $G=3.2$MPa $\rightarrow$ re-calibration from eigen analysis
%    \item[-]  Shear stiffness re-calibration $K_S=19.7$MN/m 
%    \item[-]  Original shear stiffnes $K_S=15.7$MN/m 
%  \end{itemize}
% 
% %\vspace*{-50mm}
% \begin{figure}[!h]
% \begin{center}
% %\hspace*{-5mm}
% \includegraphics[width=8.0truecm]{/home/jeremic/tex/works/Conferences/2024/NRC_Monthly_telecon_SMATCH_Benchmark_04Sep2024/present/Cruas_NPP_base_isolators_01.png}
% \end{center}
% \end{figure}
% 
% \end{frame}
% %  
% %     
% 
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
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% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% \begin{frame}
%  \frametitle{Fukushima NPP: Vertical Isolator Amplification  +80\% }
% 
% \vspace*{10mm}
% 
% \begin{figure}[!hbpt]
% \begin{center}
% \hspace*{-20mm}
% \includegraphics[width=6.0truecm]{/home/jeremic/tex/works/Conferences/2024/DOE_Natural_Hazard_Phenomena_at_NRC_29-30Oct2024/present/Fukushima_NPP_vertical_amplification_01.jpg}
% \hspace*{5mm}
% \includegraphics[width=4.0truecm]{/home/jeremic/tex/works/Conferences/2024/DOE_Natural_Hazard_Phenomena_at_NRC_29-30Oct2024/present/Fukushima_NPP_vertical_amplification_02.jpg}
% \hspace*{-20mm}
% \end{center}
% \end{figure}
% 
% 
% 
% \vspace*{5mm}
% \begin{flushleft}
% %{\tiny{Control Rod Drive System DAMAGE [TEPCO]}}
% {{Base isolation, VERTICAL amplification (!)  [JAEE/LLNL, 2012]}}
% \end{flushleft}
% % 
% % \vspace*{-12mm}
% % \begin{flushright}
% % {\tiny[LLNL]}
% % \end{flushright}
% % %
% 
% 
% \end{frame}
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% 
% 

% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% \begin{frame}
%  \frametitle{Cruas NPP Free Vibration}
%      
% \begin{itemize}
%  \vspace*{1mm}
%    \item[-]  Observed/measured $F = 1.4$Hz
%  \vspace*{1mm}
%    \item[-]  Reminder, from SDOF analysis $F = 1.3$Hz
%  \end{itemize}
% 
% %\vspace*{-50mm}
% \begin{figure}[!h]
% \begin{center}
% %\hspace*{-5mm}
% \includegraphics[width=5.0truecm]{/home/jeremic/tex/works/Conferences/2024/NRC_Monthly_telecon_SMATCH_Benchmark_04Sep2024/present/Cruas_NPP_free_vibration_01.png}
% \includegraphics[width=5.0truecm]{/home/jeremic/tex/works/Conferences/2024/NRC_Monthly_telecon_SMATCH_Benchmark_04Sep2024/present/Cruas_NPP_free_vibration_02.png}
% \end{center}
% \end{figure}
% 
% \end{frame}
% %  
% %     

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% \begin{frame}
%  \frametitle{Cruas NPP Sensor Locations}
%      
% % \begin{itemize}
% % \vspace*{1mm}
% %   \item[-] 
% % \end{itemize}
% 
% %\vspace*{-50mm}
% \begin{figure}[!h]
% \begin{center}
% %\hspace*{-5mm}
% \includegraphics[width=10.0truecm]{/home/jeremic/tex/works/Conferences/2024/NRC_Monthly_telecon_SMATCH_Benchmark_04Sep2024/present/Cruas_NPP_sensor_locations_01.png}
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% \end{figure}
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% \begin{frame}
% \frametitle{Seismic Wave Length, Frequencies}
% 
% 
% \vspace*{3mm}  
% 
% \begin{itemize}
% 
% \item[-] SSI for some wave lengths/wave frequencies is $3 \times 1D/1C$  
%  
% \item[-] Cruas NPP is about 150m long
% 
% 
% \item[-] Assume $V_s = 800$m/s ($V_s = 800, 1600$m/s)
% 
% 
% \end{itemize}
% 
% 
% 
% \begin{figure}[!htb]
% \begin{center}
% \includegraphics[width=8cm]{/home/jeremic/tex/works/consulting/2017/IAEA/TECDOC/Version_14Mar2017/1Dvs3x1Dvs3D_waves_02.pdf}
% \includegraphics[width=6cm]{/home/jeremic/tex/works/Conferences/2024/NRC_Monthly_telecon_SMATCH_Benchmark_04Sep2024/present/Cruas_NPP_wave_length_01.png}
% \end{center}
% \end{figure}
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% \end{frame}
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% \begin{frame}
% \frametitle{Seismic Wave Length, Frequencies}
% 
% 
% \begin{figure}[!htb]
% \begin{center}
% \includegraphics[width=12cm]{/home/jeremic/tex/works/Conferences/2024/NRC_Monthly_telecon_SMATCH_Benchmark_04Sep2024/present/Cruas_NPP_wave_length_01.png}
% \end{center}
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% 



























% 

% 
%       
% 
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% \begin{frame}
%  \frametitle{Cruas NPP Sensor Locations}
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% % \begin{itemize}
% % \vspace*{1mm}
% %   \item[-] 
% % \end{itemize}
% 
% %\vspace*{-50mm}
% \begin{figure}[!h]
% \begin{center}
% %\hspace*{-5mm}
% \includegraphics[width=10.0truecm]{/home/jeremic/tex/works/Conferences/2024/NRC_Monthly_telecon_SMATCH_Benchmark_04Sep2024/present/Cruas_NPP_sensor_locations_01.png}
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% \begin{frame}
%  \frametitle{Analysis Comparison Plots}
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% \vspace*{5mm}
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% \begin{itemize}
% \vspace*{1mm}
%   \item[-]  EAU: simulation results
% 
% \vspace*{1mm}
%   \item[-] TH-EAU: measurements
% 
% \vspace*{1mm}
%    \item[-] Analysis compares well in H direction
% 
% 
% \vspace*{1mm}
%    \item[-] Analysis overpredicts V direction, use of 1D/1C P wave ?
% 
% 
% 
% \end{itemize}
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% 
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% % 
% % \url{http://sokocalo.engr.ucdavis.edu/~jeremic/for_US-NRC/SMATCH_Analysis_Comparison_plots/}
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\begin{frame}
 \frametitle{Analysis Comparison, EAU\_01}
     
% \begin{itemize}
% \vspace*{1mm}
%   \item[-] 
% \end{itemize}



\vspace*{5mm}

\begin{itemize}
\vspace*{1mm}
  \item[-]  EAU $\rightarrow$ Analysis
\vspace*{1mm}
  \item[-] TH-EAU $\rightarrow$ Measurement
\end{itemize}



\vspace*{-30mm}


\begin{figure}[!h]
\begin{flushright}
\includegraphics[width=5.0truecm]{/home/jeremic/tex/works/Conferences/2024/NRC_Monthly_telecon_SMATCH_Benchmark_04Sep2024/present/Cruas_NPP_sensor_locations_01.png}
\hspace*{-5mm}
\end{flushright}
\end{figure}


%\vspace*{-50mm}
\begin{figure}[!h]
\begin{center}
\hspace*{-15mm}
\includegraphics[width=4.0truecm]{/home/jeremic/public_html/for_US-NRC/SMATCH_Analysis_Comparison_plots/EAU_001/Comparison_EAU_001_u_responseSpectra.pdf}
\includegraphics[width=4.0truecm]{/home/jeremic/public_html/for_US-NRC/SMATCH_Analysis_Comparison_plots/EAU_001/Comparison_EAU_001_v_responseSpectra.pdf}
\includegraphics[width=4.0truecm]{/home/jeremic/public_html/for_US-NRC/SMATCH_Analysis_Comparison_plots/EAU_001/Comparison_EAU_001_w_responseSpectra.pdf}
\hspace*{-15mm}
\end{center}
\end{figure}




\end{frame}
 
    






%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
\begin{frame}
 \frametitle{Analysis Comparison, EAU\_02}
     
% \begin{itemize}
% \vspace*{1mm}
%   \item[-] 
% \end{itemize}




\vspace*{5mm}

\begin{itemize}
\vspace*{1mm}
  \item[-]  EAU $\rightarrow$ Analysis
\vspace*{1mm}
  \item[-] TH-EAU $\rightarrow$ Measurement
\end{itemize}



\vspace*{-30mm}

\begin{figure}[!h]
\begin{flushright}
\includegraphics[width=5.0truecm]{/home/jeremic/tex/works/Conferences/2024/NRC_Monthly_telecon_SMATCH_Benchmark_04Sep2024/present/Cruas_NPP_sensor_locations_01.png}
\hspace*{-5mm}
\end{flushright}
\end{figure}


%\vspace*{-50mm}
\begin{figure}[!h]
\begin{center}
\hspace*{-15mm}
\includegraphics[width=4.0truecm]{/home/jeremic/public_html/for_US-NRC/SMATCH_Analysis_Comparison_plots/EAU_002/Comparison_EAU_002_u_responseSpectra.pdf}
\includegraphics[width=4.0truecm]{/home/jeremic/public_html/for_US-NRC/SMATCH_Analysis_Comparison_plots/EAU_002/Comparison_EAU_002_v_responseSpectra.pdf}
\includegraphics[width=4.0truecm]{/home/jeremic/public_html/for_US-NRC/SMATCH_Analysis_Comparison_plots/EAU_002/Comparison_EAU_002_w_responseSpectra.pdf}
\hspace*{-15mm}
\end{center}
\end{figure}




\end{frame}
 
    

%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
\begin{frame}
 \frametitle{Analysis Comparison, EAU\_03}
     
% \begin{itemize}
% \vspace*{1mm}
%   \item[-] 
% \end{itemize}



\vspace*{5mm}

\begin{itemize}
\vspace*{1mm}
  \item[-]  EAU $\rightarrow$ Analysis
\vspace*{1mm}
  \item[-] TH-EAU $\rightarrow$ Measurement
\end{itemize}



\vspace*{-30mm}

\begin{figure}[!h]
\begin{flushright}
\includegraphics[width=5.0truecm]{/home/jeremic/tex/works/Conferences/2024/NRC_Monthly_telecon_SMATCH_Benchmark_04Sep2024/present/Cruas_NPP_sensor_locations_01.png}
\hspace*{-5mm}
\end{flushright}
\end{figure}


%\vspace*{-50mm}
\begin{figure}[!h]
\begin{center}
\hspace*{-15mm}
\includegraphics[width=4.0truecm]{/home/jeremic/public_html/for_US-NRC/SMATCH_Analysis_Comparison_plots/EAU_003/Comparison_EAU_003_u_responseSpectra.pdf}
\includegraphics[width=4.0truecm]{/home/jeremic/public_html/for_US-NRC/SMATCH_Analysis_Comparison_plots/EAU_003/Comparison_EAU_003_v_responseSpectra.pdf}
\includegraphics[width=4.0truecm]{/home/jeremic/public_html/for_US-NRC/SMATCH_Analysis_Comparison_plots/EAU_003/Comparison_EAU_003_w_responseSpectra.pdf}
\hspace*{-15mm}
\end{center}
\end{figure}




\end{frame}
 
    




% 
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% \subsection{Cruas NPP Response with Surface Waves}
% 

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\begin{frame}
%\frametitle{Seismic Wave Length, Frequencies, Verticals}
\frametitle{Seismic Wave Lengths, Frequencies}


\vspace*{3mm}  

\begin{itemize}

\item[-] SSI for long  wave lengths/low frequencies is $3 \times 1D/1C$  

\vspace*{2mm}  
\item[-] SSI for short wave lengths/high frequencies is $3C/6C$  
\vspace*{2mm}  
 
%\vspace*{2mm}  
%\item[-] Cruas NPP is about 150m long, assume $V_s = 800$m/s 
% ($V_s = 800, 1600$m/s)


\end{itemize}



\begin{figure}[!htb]
\begin{center}
%\includegraphics[width=5cm]{/home/jeremic/tex/works/consulting/2017/IAEA/TECDOC/Version_14Mar2017/1Dvs3x1Dvs3D_waves_02.pdf}
\includegraphics[width=6.0cm]{/home/jeremic/tex/works/Conferences/2024/NRC_Monthly_telecon_SMATCH_Benchmark_04Sep2024/present/Cruas_NPP_wave_length_01.png}
\end{center}
\end{figure}




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% {\includegraphics[width=10cm]
% {/home/jeremic/public_html/lecture_notes_online_material/_Chapter_Applications_ESSI_for_NPPs/Free_Field_animations_angle_or_frequency_variation/Free_Field_variation_in_wave_angle.jpg}}
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% %% Both solid and contact elements dissipate energy
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% % \vspace*{-5mm}
% \begin{center}
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% %\movie[label=show3,width=10cm,poster,autostart,showcontrols]
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% {\includegraphics[width=10cm]
% {/home/jeremic/public_html/lecture_notes_online_material/_Chapter_Applications_ESSI_for_NPPs/SMR_animations_May2018/SMR_ESSI_4_inclinations.jpg}}
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% \href{http://sokocalo.engr.ucdavis.edu/~jeremic/lecture_notes_online_material/_Chapter_Applications_ESSI_for_NPPs/SMR_animations_May2018/SMR_ESSI_4_inclindations.mp4}
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% %% Both solid and contact elements dissipate energy
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% % \vspace*{-5mm}
% \begin{center}
% % \hspace*{-15mm}
% %\movie[label=show3,width=10cm,poster,autostart,showcontrols]
% \movie[label=show3,width=10cm,poster,showcontrols]
% {\includegraphics[width=10cm]
% {/home/jeremic/public_html/lecture_notes_online_material/_Chapter_Applications_ESSI_for_NPPs/Free_Field_animations_angle_or_frequency_variation/Free_Field_variation_in_wave_frequency.jpg}}
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% %% Both solid and contact elements dissipate energy
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% {\includegraphics[width=10cm]
% {/home/jeremic/public_html/lecture_notes_online_material/_Chapter_Applications_ESSI_for_NPPs/Free_Field_animations_angle_or_frequency_variation/ESSI_SMR_variation_in_wave_frequency.jpg}}
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% \begin{frame}
% 
% \frametitle{SMR, Free Field vs  ESSI, $f=2.5$Hz, $\theta = 60^{o}$}
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% %% Both solid and contact elements dissipate energy
% 
%      
% % \vspace*{-5mm}
% \begin{flushleft}
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% %\movie[label=show3,width=54mm,poster,autostart,showcontrols]
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% {\includegraphics[width=54mm]                                                                                       
% {/home/jeremic/public_html/lecture_notes_online_material/_Chapter_Applications_ESSI_for_NPPs/SMR_animations_May2018/SMR_FreeField_f2_5_theta_60.jpg}
% }
% {/home/jeremic/public_html/lecture_notes_online_material/_Chapter_Applications_ESSI_for_NPPs/SMR_animations_May2018/SMR_free_field_2frequency.mp4}
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% \movie[label=show3,width=58mm,poster,showcontrols]
% {\includegraphics[width=58mm]
% {/home/jeremic/public_html/lecture_notes_online_material/_Chapter_Applications_ESSI_for_NPPs/SMR_animations_May2018/SMR_ESSI_f2_5_theta_60.jpg}
% }
% {/home/jeremic/public_html/lecture_notes_online_material/_Chapter_Applications_ESSI_for_NPPs/SMR_animations_May2018/SMR_2frequency.mp4}
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% \begin{frame}
% 
% \frametitle{SMR, Free Field vs  ESSI, $f=10$Hz, $\theta = 60^{o}$}
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% %% Both solid and contact elements dissipate energy
% 
%      
% % \vspace*{-5mm}
% \begin{flushleft}
% \hspace*{-7mm}
% %\movie[label=show3,width=54mm,poster,autostart,showcontrols]
% \movie[label=show3,width=54mm,poster,showcontrols]
% {\includegraphics[width=54mm]
% {/home/jeremic/public_html/lecture_notes_online_material/_Chapter_Applications_ESSI_for_NPPs/SMR_animations_May2018/SMR_FreeField_f10_theta60.jpg}
% }
% {/home/jeremic/public_html/lecture_notes_online_material/_Chapter_Applications_ESSI_for_NPPs/SMR_animations_May2018/SMR_free_field_10frequency.mp4}
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% \href{http://sokocalo.engr.ucdavis.edu/~jeremic/lecture_notes_online_material/_Chapter_Applications_ESSI_for_NPPs/SMR_animations_May2018/SMR_free_field_10frequency.mp4}
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% {\includegraphics[width=58mm]
% {/home/jeremic/public_html/lecture_notes_online_material/_Chapter_Applications_ESSI_for_NPPs/SMR_animations_May2018/SMR_ESSI_f10_theta60.jpg}
% }
% {/home/jeremic/public_html/lecture_notes_online_material/_Chapter_Applications_ESSI_for_NPPs/SMR_animations_May2018/SMR_10frequency.mp4}
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%  \frametitle{Free Field Motion Verification}
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%   \vspace*{-3mm}
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%  \begin{figure}[!H] 
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%   \hspace*{-8mm}
%       \includegraphics[width=4cm]{/home/jeremic/tex/works/Thesis/HexiangWang/Files_SMiRT_11Aug2017/pic/free_field_ux_time_series.pdf} 
%   \hspace*{-1mm}
%       \includegraphics[width=4cm]{/home/jeremic/tex/works/Thesis/HexiangWang/Files_SMiRT_11Aug2017/pic/free_field_uy_time_series.pdf} 
%   \hspace*{-1mm}
%       \includegraphics[width=4cm]{/home/jeremic/tex/works/Thesis/HexiangWang/Files_SMiRT_11Aug2017/pic/free_field_uz_time_series.pdf} \\
%   \hspace*{-3mm}
% %
% \\
%   \hspace*{-8mm}
%       \includegraphics[width=4cm]{/home/jeremic/tex/works/Thesis/HexiangWang/Files_SMiRT_11Aug2017/pic/free_field_ax_time_series.pdf} 
%   \hspace*{-1mm}
%       \includegraphics[width=4cm]{/home/jeremic/tex/works/Thesis/HexiangWang/Files_SMiRT_11Aug2017/pic/free_field_ay_time_series.pdf} 
%   \hspace*{-1mm}
%       \includegraphics[width=4cm]{/home/jeremic/tex/works/Thesis/HexiangWang/Files_SMiRT_11Aug2017/pic/free_field_az_time_series.pdf}  
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%     



  
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% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% \begin{frame}
%  \frametitle{Realistic Ground Motions}
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% %\begin{itemize}
% %
% %  \item Free field seismic motion models
% %
% %\end{itemize}
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% % local
% % local
% % local
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%\frametitle{ESSI Challenges}
%\frametitle{Future Work: Resilience of NEF SSI Systems}
\frametitle{Seismic Shielding of Cruas NPP}
           

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\vspace*{5mm}

\begin{itemize}

%\vspace*{-2mm}
  \item[1.]  
%  MCDEEP   
Plasticity of soil, \\
structure, and the \\
  soil-foundation interface
%\citep{Jeremic2009b,Jeremic2020},

%\vspace*{-2mm}
  \item[2.]   
%  MCDEEP 
  Energy  dissipators, \\
  energy sinks
%, within structure, 
%  for example buckling restrained braces (BRBs), frictional pendulum,
%  lead core elastomers,  
%  etc.
%\citep{Symans2008,Nucera2007,Jeremic2020}, 
%  and/or
%  other nonlinear energy sinks

%\vspace*{-2mm}
  \item[3.] 
%  MCDEEP 
Viscous dampers and \\
viscous coupling
% between   fluid and structure
%\cite{Symans1998,Symans2008,Roh2010},

%\vspace*{-2mm}
  \item[4.]  
%   MCDEEP 
External   trenches  
%\\ surrounding the
%  structure
%%\citep{Woods1968,Bolt1981},

%\vspace*{-2mm}
   \item[5.]  
%   MCDEEP 
Meta-materials, \\
meta-devices
%, for example resonant unit cells, 
%   negative stiffness meta-materials, etc., adjacent to or within the
%   structure
%\citep{Kanellopoulos2020, Chondrogiannis2021},

\end{itemize}
%


%
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\begin{figure}[!htb]
\begin{flushright}
% % %\includegraphics[width=5cm]{Figure-files/_Chapter_Applications_ESSI_BOOK/Building_modeling_Issues_01_pdf.pdf}
% %\vspace*{-3mm}
% \includegraphics[width=2.5cm]{/home/jeremic/tex/works/lecture_notes_SOKOCALO/Figure-files/_Chapter_Applications_ESSI_BOOK/Seismic_Motions_modeling_Issues_01_pdf.pdf}
% \includegraphics[width=5.5cm]{/home/jeremic/tex/works/lecture_notes_SOKOCALO/Figure-files/_Chapter_Applications_ESSI_BOOK/Seismic_Motions_modeling_Issues_02_pdf.pdf}
% \\
%\vspace*{-2mm}
%\vspace*{-8mm}
%\vspace*{-2mm}
%\hspace*{-15mm}
\includegraphics[width=7cm]{/home/jeremic/tex/works/Proposals/2022/DOE_NSRD_program_FY22/Energy_Balance/proposal/figures/seismic_shielding_NPP_01.pdf}
%\hspace*{-5mm}
%\vspace*{-5mm}
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%\vspace*{-5mm}
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\begin{frame}
 \frametitle{Summary}


\begin{itemize}
    


%      \item[-] SMiRT-27 Report

  
% \vspace*{2mm}
%    \item[-] Analysis good in H direction
% 
% 
% \vspace*{1mm}
%    \item[-] Analysis overpredicts V direction, use of 1D/1C P wave ?
% 
%\vspace*{4mm}
   \item[-] Seismic wave field: Rayleigh, Stoneley waves
%   \item[-] Seismic wave field: surface/interface, Rayleigh/Stoneley waves

\vspace*{3mm}
   \item[-] Material behavior: inelastic, energy dissipation

\vspace*{3mm}
   \item[-] Base isolators, response sensitivity to aging/stiffness

\vspace*{3mm}
   \item[-] Stress motions, test the resilience of SSI system



\vspace*{3mm}
\item[-] Real-ESSI Simulator: \hspace*{3mm}
\underline{\url{http://real-essi.us/}}
   


% \vspace*{3mm}
%     \item[-] All d

% \vspace*{3mm}
%    \item[-] Issue of unintended base isolation, as per Bob Kennedy, water-stops,
%    plastic sheets, $\Phi \approx 23^{o}$ (only!)
% 
% \vspace*{1mm}
%    \item[-] Continued working on reporting
% % and interfaces/contacts
% 
% \vspace*{1mm}
%    \item[-] Realistic analysis, inelastic, QA, new ASCE-4
% 


% 
% 
% \vspace*{3mm}
%      \item[-] "NPP Analysis Guidance" in progress
% 
% %\vspace*{3mm}
% %     \item[-] "NPP Analysis Lessons Learned" in progress
% 
% \vspace*{3mm}
%      \item[-] ASCE-4 restart !
% 



\end{itemize}


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\end{document}

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