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%\documentclass[handout]{beamer}
%\usepackage{pgfpages}
%\pgfpagelayout{2 on 1}[letterpaper, border shrink=5mm]

\mode<handout>{\setbeamercolor{background canvas}{bg=black!3}}

\usepackage{epstopdf}


% %% 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}


  
% for tikzpicture
\usepackage{tikz}
\usetikzlibrary{tikzmark,calc}




 
\usepackage{threeparttable}

%\usepackage{MnSymbol}%
% for smileys
\usepackage{wasysym}%
\usepackage{multirow}
% for subfloat figures:
\usepackage{subfig}
\usepackage{tabularx}
%used for truncated section title in headers
\usepackage[breakall]{truncate}
%\usepackage{caption}


\usepackage{ulem}
\usepackage{amsmath}
\usepackage{amsmath}
\usepackage{amssymb}
\newcommand\hmmax{0} % default 3
% solution from https://texfaq.org/FAQ-manymathalph
\newcommand{\bmmax}{3}
% \newcommand\bmmax{0} % default 4
\usepackage{bm}

\usepackage{IEEEtrantools}
\usepackage{setspace}
\usepackage{scalerel}



% for listing DSL
\input{essi_listings_options.tex}



      
\usepackage{multimedia}

% for inclusion of other PDF pages, in this case Frank's presentation
\usepackage{pdfpages}

%This is a macro to  convert eps to pdf files on the fly.
% make sure figure syntax uses graphicx syntax NOT epsfig syntax
%from http://mailman.mit.edu/pipermail/macpartners/2005-January/000780.html
%
% \ifx\pdfoutput\undefined
% % we are running LaTeX, not pdflatex
% \usepackage{graphicx}
% \else
% % we are running pdflatex, so convert .pdf files to .pdf
% \usepackage[pdftex]{graphicx}
% \usepackage{epstopdf}
% \fi
% %*****************************************


%% ovo je za cirilicu
\input vuk.def
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\newfont{\cyrjbnaslov}{wncyss10 scaled 1200 }



% % for not showing eq numbers unless eq is references
% \usepackage[fleqn,tbtags]{mathtools}
% \mathtoolsset{
%   showonlyrefs
%   }

%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% FEI  LOGO definition
\newcommand{\FEI}
{{\sf \uppercase{F}\kern-0.20em\uppercase{E}\kern-0.20em\uppercase{I}}}

% % %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% % % ovo je za cirilicu
% % \input vuk.def
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%
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% %% JB sig
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% \newcommand{\JB}
% {{\cyrjb \lower0.50ex\hbox{\uppercase{J}}\kern-.58em\hbox{\uppercase{B}}}}
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%


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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}
  \usetheme{Dresden}
    \usecolortheme[RGB={20,0,128}]{structure}

% or ...

  \setbeamercovered{transparent}


%  \setbeamercovered{transparent}
% or whatever (possibly just delete it)
%  \usecolortheme{albatross} % teget sa svetlim slovima
%  \usecolortheme{beetle} % siva pozadina (vrh plav)
  \usecolortheme{seagull} % sivo
%%%%%%%
%  \usecolortheme{BorisJeremic}
%%%%%%%
%  \usecolortheme{rose}
%   \usefonttheme[onlylarge]{structuresmallcapsserif}
%   \usefonttheme{structuresmallcapsserif}
}

\definecolor{mycolor}{rgb}{0,0.08,0.45}%


\usepackage[greek,english]{babel}



\usepackage{amsmath}
\usepackage{mathrsfs}
\usepackage{amsfonts}

\newcommand{\ud}{{\rm d}}


\usepackage{array}



%%%%  HYPERREF  HYPERREF  HYPERREF  HYPERREF  HYPERREF
%%%%  HYPERREF  HYPERREF  HYPERREF  HYPERREF  HYPERREF
\definecolor{webgreen}{rgb}{0, 0.35, 0} % less intense green
\definecolor{webblue}{rgb}{0, 0, 0.50} % less intense blue
\definecolor{webred}{rgb}{0.35, 0, 0} % less intense red
%\usepackage[colorlinks=true,linkcolor=webblue,citecolor=webred,urlcolor=webgreen]{hyperref}


\usepackage{hyperref}
\hypersetup{
  pdfmenubar=true,
  pdftoolbar=true,
  pdfpagemode={None}
             colorlinks=true,
             linkcolor=webblue,
             citecolor=webblue,
             urlcolor=webblue,
}
% \usepackage[pdfauthor={Boris Jeremic},
%             colorlinks=true,
%             linkcolor=webblue,
%             citecolor=webblue,
%             urlcolor=webblue,
%             linktocpage,
%             pdftex]{hyperref}


\usepackage{pause}
% or whatever
%\usepackage{html}
%\usepackage{url}

\usepackage[latin1]{inputenc}
% or whatever
\usepackage{times}
\usepackage[T1]{fontenc}
% Or whatever. Note that the encoding and the font should match. If T1
% 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  
        \\ ~
        \\
        Cruas NPP Analyis}
%        \\
%        LBNL, UCDavis and NRC Team}


%\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.] % (optional, use only with lots of authors)
%{Boris~Jeremi{\'c}}
{Katarzyna Staszewska, Boris Jeremi{\'c} 
\\ 
Huan Li, Jinsuo Nie, Vladimir Grazier and Jose Pires
}


%\institute[Computational Geomechanics Group \hspace*{0.3truecm}
%\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\\
{  UCDavis, LBNL, US-NRC }
%\\
%Lawrence Berkeley National Laboratory, Berkeley, CA
%{\large U.S. Nuclear Regulatory Commission, Rockville, MD, USA} \\
%
%
%}
% % - 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}}




% Delete this, if you do not want the table of contents to pop up at
% the beginning of each subsection:
% \AtBeginSubsection[]
\setcounter{tocdepth}{2}
% \AtBeginSubsection[]
 \AtBeginSection[]
 {
   \begin{scriptsize}
   \begin{frame}<beamer>
     \frametitle{Outline}
%     \tableofcontents[currentsection,currentsubsection]
    \tableofcontents[currentsection]
   \end{frame}
   \end{scriptsize}
 }


% If you wish to uncover everything in a step-wise fashion, uncomment
% the following command:





\begin{document}

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\begin{frame}
  \titlepage
\end{frame}

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\begin{frame}
  \frametitle{Outline}

   \begin{scriptsize}
  \tableofcontents
% You might wish to add the option [pausesections]
   \end{scriptsize}
\end{frame}

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

% 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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\section{Introduction}




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\subsection{Motivation}



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% 
%  %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%  \begin{frame}
%   \frametitle{OVERVIEW}
%  
%  
%  
%  Lecture 1 - Advanced numerical analysis of dams - Modeling:
%  
%  
%  ** Seismic wave fields:
%  
%  - Influence of realistic seismic wave fields on dynamic Soil Structure Interacting (SSI) behavior
%  
%  - Realistic three component (3C) seismic wave fields, including 3 translations and 3 rotations, free
%  field observations,
%   
%  -  Differences between 1C and 3C wave propagations
%  
%  ** Inelastic/nonlinear behavior of:
%  
%  - Rock and soil
%  
%   - Concrete dams: interfaces/joints/contacts, concrete materials,
%  
%  -  Earth dams: soil material, large deformations
%  
%  
%  
%  \end{frame}
%  %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
  


 

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

\begin{itemize}


\vspace*{4mm}
     \item[-] Develop realistic models for Cruas NPP

%      \item[-] Validate Real-ESSI Simulator
\vspace*{4mm}
     \item[-] Assess effects of model sophistication on analysis results

        

\vspace*{4mm}
   \item[-] Communicate need for realistic, nonlinear analysis

%  
%     \item[-] Develop training and examples for the US-NRC
%  
%     \item[-] Further present Real-ESSI capabilities, US-NRC, ...
%  
%  
%  
%  %\vspace*{0.3cm}
%    \item[-]  Improve analysis and design for infrastructure
%   
%  
%  %\vspace*{1mm}
%  % \item[]  Expert numerical modeling and simulation tool
%  %% 
%  %% \vspace*{1mm}
%  %%   \item[]      Use of numerical models to
%  %%   analyze statics and dynamics of soil/rock-structure systems
%  %% 
%  %%  
%  %%  %%  \vspace*{1mm}
%  %%    \item[-]  Reduction  of modeling, epistemic  uncertainty
%  %%  
%  %%  %\vspace*{1mm}
%  %%  %  \item[]  Choice of analysis level of sophistication
%  %%  
%  %%  
%  %%  %%  \vspace*{1mm}
%  %%    \item[-] Propagation of parametric, aleatory uncertainty
%  %%  
%  
%  %\vspace*{2mm}
%   \item[-] Credible numerical analysis
%  % 
  
%%  \vspace*{1mm}
\vspace*{4mm}
  \item[-] Predict and inform, Engineer needs to know!

%  %
%  
%  %%  \vspace*{1mm}
%  %\vspace*{2mm}
%    \item[-] Design, build and maintain sustainable objects
%  
%  %%  \vspace*{1mm}
%  %\vspace*{2mm}
%    \item[-] Civil engineering objects are important 
%  
%  %%  \vspace*{1mm}
%  %\vspace*{2mm}
%    \item[-] Civil engineering analysis better than "rocket science"





%%  

 
% 
%  %\vspace*{6mm}
%  %
%  \begin{figure}[!hbpt]
%  \begin{center}
%  %
%  \hspace*{-10mm}
%  %\includegraphics[width=1.3truecm]{/home/jeremic/tex/works/Conferences/2021/CU-Boulder-GEGM-seminar-series-02Apr2021/present/Saint_Sophia_Constantinopolis.jpg}
%  %\includegraphics[height=1.3truecm]{/home/jeremic/tex/works/Conferences/2022/USBR_V_and_V_Mar-Apr-May_2022/present/Lecture01_Modeling/Kuca_Bajina_Basta-Drina.jpg}
%  \includegraphics[height=1.1truecm]{/home/jeremic/tex/works/Conferences/2021/ASCE-4_Kennedy_Lecture/present/Four_Water_Wheels_Hama_Syria.jpg}
%  %%\hspace*{2mm}
%  \includegraphics[height=1.1truecm]{/home/jeremic/tex/works/Conferences/2021/ASCE-4_Kennedy_Lecture/present/Aya-Sofia_03_1990.jpg}
%  %\hspace*{2mm}
%  \includegraphics[height=1.1truecm]{/home/jeremic/tex/works/Conferences/2021/ASCE-4_Kennedy_Lecture/present/ZhaozhouBridge.jpg}
%  %\hspace*{2mm}
%  \includegraphics[height=1.1truecm]{/home/jeremic/tex/Classes/2022/Spring/ENG104/Presentation_Boris_Jeremic_interests_and_work/Ctesiphon_arch_Iraq.jpg}
%  %%\hspace*{2mm}
%  %\includegraphics[height=1.3truecm]{/home/jeremic/tex/Classes/2022/Spring/ENG104/Presentation_Boris_Jeremic_interests_and_work/Brooklyn_bridge.jpg}
%  %\hspace*{2mm}
%  \includegraphics[height=1.1truecm]{/home/jeremic/tex/works/Conferences/2022/USBR_V_and_V_Mar-Apr-May_2022/present/Lecture01_Modeling/Hoover_dam.jpg}
%  %\includegraphics[height=1.3truecm]{/home/jeremic/tex/works/Conferences/2022/USBR_V_and_V_Mar-Apr-May_2022/present/Lecture01_Modeling/Diablo_Canyon_NPP.jpg}
%  \hspace*{-10mm}
%  %
%  %\vspace*{3mm}
%  \end{center}
%  \end{figure}
%  %\vspace*{3mm
%  
%  


\end{itemize}

\end{frame}
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% 
%   %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%   %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%   %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%   \begin{frame}
%    \frametitle{Long Lasting Infrastructure}
%   
%   
%   
%   \begin{itemize}
%    
%   
%   %\vspace*{0.3cm}
%     \item[] 
%    
%   
%   \begin{figure}[!hbpt]
%   \begin{center}
%   %
%   %\hspace*{-10mm}
%   \includegraphics[height=2.8truecm]{/home/jeremic/tex/works/Conferences/2021/ASCE-4_Kennedy_Lecture/present/Aya-Sofia_03_1990.jpg}
%   %\includegraphics[height=2.8truecm]{/home/jeremic/tex/works/Conferences/2021/CU-Boulder-GEGM-seminar-series-02Apr2021/present/Saint_Sophia_Constantinopolis.jpg}
%   %\hfill
%   \hspace*{10mm}
%   \includegraphics[height=2.8truecm]{/home/jeremic/tex/works/Conferences/2021/ASCE-4_Kennedy_Lecture/present/ZhaozhouBridge.jpg}
%   \\
%   \vspace*{2mm}
%   \includegraphics[height=3.2truecm]{/home/jeremic/tex/works/Conferences/2021/ASCE-4_Kennedy_Lecture/present/Four_Water_Wheels_Hama_Syria.jpg}
%   %\hfill
%   \hspace*{10mm}
%   \includegraphics[height=3.2truecm]{/home/jeremic/tex/works/Conferences/2022/USBR_V_and_V_Mar-Apr-May_2022/present/Lecture01_Modeling/Hoover_dam.jpg}
%   %\hspace*{-10mm}
%   %
%   %\vspace*{3mm}
%   \end{center}
%   \end{figure}
%   %\vspace*{3mm
%   
%   %
%   %  
%   %  
%   
%   % 
%   % \includegraphics[width=1.3truecm]{/home/jeremic/tex/works/Conferences/2021/CU-Boulder-GEGM-seminar-series-02Apr2021/present/Saint_Sophia_Constantinopolis.jpg}
%   % \includegraphics[height=1.3truecm]{/home/jeremic/tex/works/Conferences/2022/USBR_V_and_V_Mar-Apr-May_2022/present/Lecture01_Modeling/Kuca_Bajina_Basta-Drina.jpg}
%   % \includegraphics[height=1.3truecm]{/home/jeremic/tex/works/Conferences/2021/ASCE-4_Kennedy_Lecture/present/Four_Water_Wheels_Hama_Syria.jpg}
%   % %%\hspace*{2mm}
%   % %\hspace*{2mm}
%   % 
%   % 
%   
%   
%   \end{itemize}
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%   \end{frame}
%   %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%     



%   
%   
%   
%   %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%   \begin{frame}
%    \frametitle{Prediction under Uncertainty}
%   
%   
%   \begin{itemize}
%   
%   
%   
%   
%   %\vspace*{1mm}
%   %  \item    \underline{Modeling, Epistemic Uncertainties}, 
%     \item[-]    Modeling, Epistemic Uncertainties
%     
%         \begin{itemize}
%   
%   \vspace*{1mm}
%         \item[] Modeling simplifications
%   
%   \vspace*{1mm}
%         \item[] Low, medium, high  sophistication modeling and simulation
%   
%   \vspace*{1mm}
%         \item[] Modeling sophistication level for confidence in  results
%   
%   \vspace*{1mm}
%         \item[] Verification and Validation
%   
%       \end{itemize}
%   
%   %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%   \vspace*{2mm}
%   %  \item   \underline{Parametric, Aleatory Uncertainties},  
%     \item[-]  Parametric, Aleatory Uncertainties  
%   
%     \begin{itemize}
%   
%   \vspace*{1mm}
%       \item[] ${M}  \ddot{u_i}  +  {C}  \dot{u_i} + {K}^{ep} {u_i} = {F(t)}$ 
%   
%   \vspace*{1mm}
%       \item[] Uncertain: mass $M$, viscous damping  $C$ and stiffness $K^{ep}$
%   
%   
%   \vspace*{1mm}
%       \item[] Uncertain loads, $F(t)$
%   
%   
%   \vspace*{1mm}
%       \item[] Results are PDFs   and   CDFs  for  $\sigma_{ij}$,  $\epsilon_{ij}$,  $u_i$,  $\dot{u}_i$,  $\ddot{u}_i$
%   
%     \end{itemize}
%   
%   
%   
%   
%   \end{itemize}
%   
%   
%   
%   % 
%   % 
%   % %Le doute n'est pas un {\'e}tat bien agr{\'e}able,\\ 
%   %        mais l'assurance est un {\'e}tat ridicule.  (Fran{\c c}ois-Marie Arouet, Voltaire)
%   
%   
%   
%   \end{frame}
%   %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%   
%   
%   % 
%   
%    
%   
%   
%   %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%   \begin{frame}
%    \frametitle{Numerical Analysis Governance}
%   
%   \begin{itemize}
%   
%   
%   
%    
%   %\vspace*{0.3cm}
%     \item[-]  Numerical analysis is fragile!
%      
%   
%   \vspace*{3mm}
%     \item[-]  Engineer's competency and expertise!
%      
%   \vspace*{3mm}
%     \item[-]  Model verification
%      
%   
%   \vspace*{3mm}
%    \item[-] Solution verification, program-mathematics inaccuracies
%   % 
%   
%   
%   \vspace*{3mm}
%    \item[-] Validation, program-physics inaccuracies 
%   % 
%   
%   
%   \end{itemize}
%   \end{frame}
%   %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%     
%   
%   
%   
%   
%   
%   %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%   \begin{frame}
%    \frametitle{Engineer, Analyst}
%   
%   \begin{itemize}
%   
%   
%   
%    
%   %\vspace*{0.3cm}
%     \item[-] Sound engineering judgement
%      
%   
%   %\vspace*{1mm}
%   %  \item[-] From simple to sophisticated modeling
%      
%   
%   %\vspace*{2mm}
%   % \item[-] Simplified analysis 
%   
%   % 
%   \vspace*{2mm}
%    \item[-] Assess various analysis  sophistication levels
%   
%   %  % 
%   %  \vspace*{2mm}
%   %   \item[-] Expert engineering analyst
%   %  
%   %  \vspace*{1mm}
%   %   \item[-] Credibility of developed models
%   %  % 
%   %  % 
%   %  % 
%   %  \vspace*{1mm}
%   %   \item[-] Confidence in and credibility of analysis results
%   %  % 
%   %  
%   \vspace*{2mm}
%     \item[-] Engineer is in full control of the model and the analysis
%      
%   
%   \vspace*{2mm}
%    \item[-] Engineer uses models to assess design options
%   
%   % 
%   
%   \vspace*{2mm}
%    \item[-] Confidence in all modeling choices 
%   
%   \vspace*{2mm}
%    \item[-] Confidence in all model components
%   
%   \vspace*{2mm}
%    \item[-] Confidence in all analysis results
%   
%   
%   \end{itemize}
%   \end{frame}
%   %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%     
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%   %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%   % %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%   % %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%   % %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%   % \begin{frame}
%   %  \frametitle{Expert Analyst, Engineer}
%   % 
%   % 
%   % 
%   % \begin{figure}[!h]
%   % \begin{center}
%   % %\vspace*{-2.5cm}
%   % %\vspace*{-1.0cm}
%   % %\hspace*{-1.5cm}
%   % {\includegraphics[height=3.0cm]{/home/jeremic/tex/works/Conferences/2022/IFNFEES02_01-02Jul2022/present/Hartford-Coliseum-failure-01.jpg}}
%   % \hfill
%   % {\includegraphics[height=3.0cm]{/home/jeremic/tex/works/Conferences/2022/IFNFEES02_01-02Jul2022/present/Hartford-Coliseum-failure-03.jpg}}
%   % \hfill
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% \begin{frame}
%  \frametitle{Cruas NPP Location}
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% 
% \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}
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%  \frametitle{Cruas NPP Site}
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% \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}
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% \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.
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%\subsection{Realistic Seismic Motions}
\subsection{Seismic Motions}

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%  \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}
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\begin{frame}
 \frametitle{Le Teil EQ, Ground Motions at Cruas NPP}
     
         
\hspace*{5mm}
\begin{figure}[!h]
\begin{center}
\includegraphics[width=6.50truecm,angle=90]{/home/jeremic/tex/works/lecture_notes_SOKOCALO/Figure-files/_Chapter_Applications_ESSI_for_Cruas_NPP/Cruas-RAN-acc_Le_Teil_EQ_records_on_top_lined_up.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}
% 
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\begin{frame}
 \frametitle{Le Teil EQ, Acceleration, Station \#1, $10-13$s}
     
         
\begin{figure}[!h]
\begin{center}
\hspace*{-5mm}
\includegraphics[width=5.50truecm]{/home/jeremic/tex/works/lecture_notes_SOKOCALO/Figure-files/_Chapter_Applications_ESSI_for_Cruas_NPP/Cruas_acc-station1-hodo-NS-2.pdf}
\includegraphics[width=5.50truecm]{/home/jeremic/tex/works/lecture_notes_SOKOCALO/Figure-files/_Chapter_Applications_ESSI_for_Cruas_NPP/Cruas_acc-station1-hodo-EW-2.pdf}
\hspace*{-5mm}
%\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, $10-12$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-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}
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% 
% \end{frame}
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% 



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\begin{frame}
 \frametitle{Le Teil EQ, Displacement, Station \#1, $10-12$s}
     
         
\begin{figure}[!h]
\begin{center}
\hspace*{-5mm}
\includegraphics[width=5.50truecm]{/home/jeremic/tex/works/lecture_notes_SOKOCALO/Figure-files/_Chapter_Applications_ESSI_for_Cruas_NPP/Cruas_uu-station1-hodo-NS-2.pdf}
\includegraphics[width=5.50truecm]{/home/jeremic/tex/works/lecture_notes_SOKOCALO/Figure-files/_Chapter_Applications_ESSI_for_Cruas_NPP/Cruas_uu-station1-hodo-EW-2.pdf}
\hspace*{-5mm}
%\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, $10-12$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-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}
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% \end{frame}
% 













% 
%  
%  %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%  \begin{frame}
%   \frametitle{Le Teil EQ, Acceleration, Station \#1, N-S, $13-17$s}
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%           
%  \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}
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%  \begin{frame}
%   \frametitle{Le Teil EQ, Acceleration, Station \#1, E-W, $13-17$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-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}
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\begin{frame}
 \frametitle{Le Teil EQ, Displacement, Station \#1, $13-17$s}
     
         
\begin{figure}[!h]
\begin{center}
\hspace*{-5mm}
\includegraphics[width=5.50truecm]{/home/jeremic/tex/works/lecture_notes_SOKOCALO/Figure-files/_Chapter_Applications_ESSI_for_Cruas_NPP/Cruas_uu-station1-hodo-NS.pdf}
\includegraphics[width=5.50truecm]{/home/jeremic/tex/works/lecture_notes_SOKOCALO/Figure-files/_Chapter_Applications_ESSI_for_Cruas_NPP/Cruas_uu-station1-hodo-EW.pdf}
\hspace*{-5mm}
%\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, $13-17$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-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}
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% \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*}
% 
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 \frametitle{ESSI, Simplified Le Teil EQ Regional 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}
%


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


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% 
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% \begin{frame}
%  \frametitle{ESSI, EQ, Disp., $1.3$km away, Surface ($-0m$)}
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%  
% \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}
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\begin{frame}
 \frametitle{ESSI Le Teil, 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}
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\frametitle{1C vs 3C Free Field Motions}



\vspace*{4mm}
 
\begin{itemize}

  \item[-] One component of motions, 1C from  6C
%  or 3$\times$1D (it is done all the time!)

  \item[-]  Excellent fit, wrong physics
%  (goal is to predict and inform and not (force) fit)


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\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}
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%     \begin{itemize}
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%                3D-deconvolution 
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\subsection{FEM Model Development, Verification and Validation}






 

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\begin{frame}
 \frametitle{Cruas NPP}



 
\begin{figure}[!h]
\begin{center}
\includegraphics[width=9.5truecm]{/home/jeremic/tex/works/lecture_notes_SOKOCALO/Figure-files/_Chapter_Applications_ESSI_for_Cruas_NPP/Cruas_NPP_section_01.pdf}
%\caption{\label{Cruas_NPP_section_01} Cruas NPP, section 01, according to \citet{Viallet2022}.   }
\end{center}
\end{figure}


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%  \frametitle{Cruas NPP}
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% \begin{center}
% \includegraphics[width=10truecm]{/home/jeremic/tex/works/lecture_notes_SOKOCALO/Figure-files/_Chapter_Applications_ESSI_for_Cruas_NPP/Cruas_NPP_section_02.pdf}
% %\caption{\label{Cruas_NPP_section_01} Cruas NPP, section 01, according to \citet{Viallet2022}.   }
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 \frametitle{Cruas NPP FEM Model}


\vspace*{1mm}

% \begin{itemize}
% 
% %\vspace*{2mm}
%   \item[-] FEM models with different levels of sophistication
\begin{itemize}
 

\vspace*{1mm}
  \item[-] Quality Assurance: FEM program  Verified and Validated 

% \begin{itemize}
% %\vspace*{4mm}
%   \item[-] FEM program  Verified and Validated
% 
% %%\vspace*{4mm}
% %  \item[-] FEM program validated
% \end{itemize}
% % 


\vspace*{1mm}
  \item[-] Model Components Validation
\begin{figure}[!hbpt]
\begin{center}
\includegraphics[width=6.0truecm]{/home/jeremic/tex/works/lecture_notes_SOKOCALO/Figure-files/_Chapter_Applications_ESSI_for_Cruas_NPP/Cruas-element-tests.pdf}
% \caption{\label{fig:Cruas-element-tests} Solid element tests: a)~triaxial compression,
% b)~simple shear, c)~pure shear
% (isochoric with no rotation of the principle stress and strain directions),
% d)~pure shear (in soil mechanics, commonly understood as isochoric shear).}
\end{center}
\end{figure}

  \item[-] Varying model sophistication

    \begin{itemize}
%\vspace*{2mm}
      \item[] non-SSI model
%\vspace*{2mm}
      \item[] NPP stick/beam model
%\vspace*{2mm}
      \item[] NPP shells/solids model (SSM). 3D 
%\vspace*{2mm}
      \item[] Linear elastic material, 3D
%\vspace*{2mm}
      \item[] Nonlinear, elastic-plastic material SSM, 3D 
    \end{itemize}


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%  \includegraphics[width=10.0truecm]{/home/jeremic/tex/works/lecture_notes_SOKOCALO/Figure-files/_Chapter_Applications_ESSI_for_Cruas_NPP/Cruas-element-tests.pdf}
%  % \caption{\label{fig:Cruas-element-tests} Solid element tests: a)~triaxial compression,
%  % b)~simple shear, c)~pure shear
%  % (isochoric with no rotation of the principle stress and strain directions),
%  % d)~pure shear (in soil mechanics, commonly understood as isochoric shear).}
%  \end{center}
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\begin{frame}
 \frametitle{Cruas NPP FEM Model}


\vspace*{2mm}

% \begin{itemize}
% 
% %\vspace*{2mm}
%   \item[-] FEM models with different levels of sophistication
    \begin{itemize}
\vspace*{1mm}
      \item[-] Seismic motions
    \begin{itemize}
      \item[] 1D/1C seismic motions
%\vspace*{1mm}
      \item[] 3D/3$\times$1C seismic motions
      \item[] 3D/3C seismic motions
%\vspace*{1mm}
      \item[] As measured and stronger seismic motions
%\vspace*{1mm}
      \item[]       Shake-out/Stress-test 
    \end{itemize}
%to stress-test ESSI system
\vspace*{1mm}
      \item[-] Asses effects of 
         \begin{itemize}
            \item[] FEM model sophistication
%         \vspace*{1mm}
            \item[] Soil inelasticity 
%         \vspace*{1mm}
            \item[] Interface inelasticity 
%         \vspace*{1mm}
            \item[] Isolators: 1D, 2D, 3D
%         \vspace*{1mm}
            \item[] Motion frequencies, wavelets
%         \vspace*{1mm}
            \item[] Inclined seismic motions
%\vspace*{2mm}
            \end{itemize}
%      \item[-] 
    \end{itemize}


% 
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\section{Summary}
%\section{\ }

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% % \vspace*{2mm}
% 
% \begin{small}
% 
% \vspace*{2mm}
% \item[]  Fran{\c c}ois-Marie Arouet,  Voltaire: \\
% "Le doute n'est pas une condition agr{\'e}able, 
% mais la certitude est absurde"
% 
% 
% % \vspace*{2mm}
% 
% 
% 
% % 
% %  \vspace*{1mm}
% % %1895   
% % \item[-] William Thomson, Lord Kelvin:   
% % "Heavier-than-air flying machines are impossible."
% % 
% % 
% 
% % 
% % 
% %  \vspace*{1mm}
% % %1943   
% % \item[-] Thomas Watson, IBM Chairman:   
% % "I think there is a world market for maybe five computers."
% % 
% 
%  \vspace*{3mm}
% \item[] Max  Planck:  \\
% "A    new    scientific  truth does not triumph by convincing  its opponents and
% making  them see the light, but rather because its opponents eventually die, and
% a  new  generation  grows  up  that  is familiar with it" 
% %(Science advances one funeral at a time)
% 
% 
% % 
% %  \vspace*{3mm}
% % \item[-]  Niklaus  Wirth:   
% % "Software is getting slower more rapidly than hardware becomes faster."
% 
% 
% 
%  \vspace*{3mm}
% \item[] Theodore Von K{\'a}rm{\'a}n: \\
% "The Scientist studies what is,
%  the engineer creates what has never been"
% 
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\begin{frame}
  \frametitle{Summary}

  \begin{itemize}


\vspace*{1mm}
    \item[-] Le Teil seismic wave field

    \begin{itemize}
%\vspace*{1mm}
     \item[-] Surface wave: Rayleigh, Love, and Stoneley wave
%\vspace*{1mm}
    \item[-] Shallow geology, soft soil layers
%     \item[-] 

    \end{itemize}


\vspace*{3mm}
    \item[-] FEM model development
      \begin{itemize}
%  \vspace*{1mm}
       \item[-] Full 3D nonlinear model
%         \item[-] SMATCH to provide  geometry and material properties 
%  \vspace*{1mm}
       \item[-] Model verification and validation
       \item[-] Cruas NPP Shake-out/Stress-test
%\vspace*{1mm}
%     \item[-] 
  
      \end{itemize}

\vspace*{3mm}
    \item[-] Education and Training development

%\vspace*{1mm}
%    \item[-] SMiRT-27, March2024, SMATCH Benchmark session
%
%\vspace*{1mm}
%    \item[-] 


%  %    \url{http://real-essi.info/}
%        
%
%\vspace*{1mm}
%    \item[-] Sensitivity analysis


%\vspace*{1mm}
%   \item[-]     Collaborators:    Feng,  Yang, Wang,  Yang.
   
   

% \vspace*{1mm}
%   \item[-]  Funding  from  and  collaboration  with the ATC/US-FEMA, US-DOE, US-NRC, US-NSF, 
%   CNSC-CCSN, UN-IAEA, and Shimizu Corp. is greatly appreciated,

% 
%\vspace*{1mm}
%  \item[-]  
%    \url{http://sokocalo.engr.ucdavis.edu/~jeremic}
%      

\end{itemize}





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%  \includegraphics[height=1.1truecm]{/home/jeremic/public_html/lecture_notes_online_material/_Chapter_Applications_ESSI_for_Buildings/Ventura_Hotel_SSI_vs_nonSSI_screen_grab.jpg}
%  % \includegraphics[height=1.1truecm]{/home/jeremic/tex/works/Reports/2019/Pine_Flats_Dam_USSD/USSD_Dam_Report_2019/Figures/Model_Mesh_No_Reservior.pdf}
%  \includegraphics[height=1.1truecm]{/home/jeremic/tex/works/Thesis/HanYang/ASCE-7-21_low_building_energy_dissipation/ATC_Short_Building_PD.jpg}
%  %\includegraphics[height=1.0truecm]{/home/jeremic/tex/works/Conferences/2018/Oersted-DONG-Energy/present/Pile_in_liquefied_soil.jpg}
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%  %\includegraphics[height=1.3truecm]{/home/jeremic/tex/works/Conferences/2022/USBR_V_and_V_Mar-Apr-May_2022/present/Lecture01_Modeling/Kuca_Bajina_Basta-Drina.jpg}
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