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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}


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%


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% for inclusion of other PDF pages, in this case Frank's presentation
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%from http://mailman.mit.edu/pipermail/macpartners/2005-January/000780.html
%
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% \else
% % we are running pdflatex, so convert .pdf files to .pdf
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% \fi
% %*****************************************


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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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%  \usecolortheme{beetle} % siva pozadina (vrh plav)
  \usecolortheme{seagull} % sivo
%%%%%%%
%  \usecolortheme{BorisJeremic}
%%%%%%%
%  \usecolortheme{rose}
%   \usefonttheme[onlylarge]{structuresmallcapsserif}
%   \usefonttheme{structuresmallcapsserif}
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\usepackage[greek,english]{babel}



\usepackage{amsmath}
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\usepackage{array}



%%%%  HYPERREF  HYPERREF  HYPERREF  HYPERREF  HYPERREF
%%%%  HYPERREF  HYPERREF  HYPERREF  HYPERREF  HYPERREF
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% \usepackage[pdfauthor={Boris Jeremic},
%             colorlinks=true,
%             linkcolor=webblue,
%             citecolor=webblue,
%             urlcolor=webblue,
%             linktocpage,
%             pdftex]{hyperref}


\usepackage{pause}
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\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[Validation for ESSI]
        {Validation Experiments for  \\
         Earthquake Soil Structure Interaction \\
         Modeling and Simulation}


%\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)
%{Boris~Jeremi{\'c}}
{Boris Jeremi{\'c}
}

%\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\\
{ University of California, Davis\\
and\\
Lawrence Berkeley National Laboratory
%   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 DOE-PEER Workshop\\
        17-18 May 2021}

\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
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 }


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\begin{document}

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  \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}

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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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\section{ESSI Motivation}




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%\subsection{Motivation}
%\subsection{\ }



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\begin{frame}
 \frametitle{Motivation}

\begin{itemize}





%\vspace*{2mm}
  \item[-]  Improve  modeling  and  simulation  for  infrastructure objects



\vspace*{2mm}
  \item[-] Earthquake Soil Structure Interaction -- ESSI \


\vspace*{2mm}
  \item[-] Goal: predict and inform


\vspace*{2mm}
  \item[-] Engineer needs to know!

\vspace*{2mm}
 \item[-] \underline{Expert analysts} and \underline{expert numerical analysis tool}:
   \begin{itemize}
\vspace*{2mm}
       \item[-]  assess safety
\vspace*{1mm}
       \item[-]  improve economy    
   \end{itemize}


\vspace*{2mm}
 \item[-] Quality assurance: expert  numerical analysis tool, SimTool

% %\vspace*{1mm}
%   \item[] Design and build sustainable objects
% 
% 
% %\vspace*{-7mm}
% \begin{figure}[!hbpt]
% \begin{center}
% %
% %\hspace*{-7mm}
% \includegraphics[width=2.00truecm]{/home/jeremic/tex/works/Conferences/2021/UNR-PEER-Large-Scale-Shake-Table-Testing-17-18May2021/present/OLD02.jpg}
% \includegraphics[width=1.50truecm]{/home/jeremic/tex/works/Conferences/2021/UNR-PEER-Large-Scale-Shake-Table-Testing-17-18May2021/present/Ctesiphon_01.jpg}
% \includegraphics[width=3.0truecm]{/home/jeremic/tex/works/Conferences/2021/CU-Boulder-GEGM-seminar-series-02Apr2021/present/Saint_Sophia_Constantinopolis.jpg}
% %%\hspace*{-3mm}
% % \hfill
% \includegraphics[width=2.0truecm]{/home/jeremic/tex/works/Conferences/2021/CU-Boulder-GEGM-seminar-series-02Apr2021/present/IMG_0162.JPG}
% %
% \end{center}
% \end{figure}




%
%
%
%  \vspace*{1mm}
%    \item[]  Follow  the  flow, input and dissipation,  of seismic  energy,

%  \vspace*{2mm}
%    \item[]
%  %System  for
%   {\bf Real}istic modeling and simulation of
%    {\bf E}arthquakes and/or
%    {\bf S}oils and/or
%    {\bf S}tructures    and    their
%    {\bf I}nteraction:\\
%     Real-ESSI
%   \hspace*{5mm}
%    \url{http://real-essi.info/}
%  % % %  \hspace*{25mm}
%  %     \url{http://sokocalo.engr.ucdavis.edu/~jeremic/Real_ESSI_Simulator/}
%  % %    \href{http://sokocalo.engr.ucdavis.edu/~jeremic/Real_ESSI_Simulator/}{{http://sokocalo.engr.ucdavis.edu/~jeremic/Real_ESSI_Simulator/}
%  % %  % \url{http://ms-essi.info/}
%  % %
%




\end{itemize}
\end{frame}
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\begin{frame}
\frametitle{ESSI Analysis is a Must}


% local

\vspace*{-5mm}
\begin{center}
\hspace*{-16mm}
%\movie[label=show3,width=5.6cm,poster,autostart,showcontrols]
\movie[label=show3,width=120mm,showcontrols]
  {\includegraphics[width=120mm]{/home/jeremic/public_html/lecture_notes_online_material/_Chapter_Applications_ESSI_for_Buildings/Ventura_Hotel_SSI_vs_nonSSI_screen_grab.jpg}}
  {/home/jeremic/public_html/lecture_notes_online_material/_Chapter_Applications_ESSI_for_Buildings/Ventura_Hotel_SSI_vs_nonSSI.mp4}
\hspace*{-16mm}
\end{center}
% local


% online
\vspace*{-12mm}
\hspace*{-12mm}
\begin{flushleft}
\href{http://sokocalo.engr.ucdavis.edu/~jeremic/lecture_notes_online_material/_Chapter_Applications_ESSI_for_Buildings/Ventura_Hotel_SSI_vs_nonSSI.mp4}
{\tiny ({\bf MP4})}
\end{flushleft}
% online
\vspace*{-12mm}

\vspace*{5mm}
\hspace*{12mm}
nonESSI  $\uparrow$ ~~  Ventura Hotel, Northridge eq. ~~ $\uparrow$   ESSI



\end{frame}
%\vspace*{10mm}







%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
\begin{frame}
\frametitle{Inelastic ESSI, Benefits and Detriments}



\vspace*{3mm}
{\small R. Morita, K. Saito, and A. Yuyama. 
Development and analysis of seismic experience database of structures, systems
and components in nuclear power plants based on investigation reports and
maintenance records.
Nuc.Eng.\&Des., 375:111078, 2021.}


%\vspace*{-10mm}


 \hspace*{-35mm}
   \begin{figure}[!h]
   \vspace*{-2mm}
   \begin{center}
   \hspace*{-15mm}
    \includegraphics[width=6.0cm]{/home/jeremic/tex/works/Thesis/SumeetKumarSinha/Files_10Aug2017/Npp_Non_Linear_Effects/images/Acceleration_Elastic_Without_Contact_SMIRT_2017.pdf}
   \hspace*{-10mm}
    \includegraphics[width=6.0cm]{/home/jeremic/tex/works/Thesis/SumeetKumarSinha/Files_10Aug2017/Npp_Non_Linear_Effects/images/Acceleration_Inelastic_With_Contact_SMIRT_2017.pdf}
   \hspace*{-25mm}
   \end{center}
  \end{figure}
 \hspace*{-35mm}

 \vspace*{-10mm}

 \hspace*{10mm} Elastic  \hspace*{40mm} Inelastic \hspace*{40mm}





\end{frame}





 
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\begin{frame}

\frametitle{NPP ESSI and Energy Dissipation}

% Elastoplastic soil with contact elements
%% Both solid and contact elements dissipate energy

% \vspace*{-5mm}
\begin{center}
% \hspace*{-15mm}
\movie[label=show3,width=10cm,poster,autostart,showcontrols]
{\includegraphics[width=10cm]
{/home/jeremic/tex/works/Conferences/2017/SMiRT_24/present/3D_Nonlinear_Modeling_and_it_Effects/NPP_Plastic_Dissipation_grab.jpg}}
{/home/jeremic/tex/works/Thesis/HanYang/Files_10Aug2017/NPP_Plastic_Dissipation.mp4}
\end{center}




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



\end{frame}





%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
\begin{frame}

\frametitle{SMR ESSI and Energy Dissipation}

% Elastoplastic soil with contact elements
%% Both solid and contact elements dissipate energy


% \vspace*{-5mm}
\begin{center}
% \hspace*{-15mm}
\movie[label=show3,width=10cm,poster,autostart,showcontrols]
{\includegraphics[width=10cm]
{/home/jeremic/public_html/lecture_notes_online_material/_Chapter_Applications_ESSI_for_NPPs/Energy_Dissipation_Animations/SMR_Energy_Dissipation_screen_grab.jpg}}
{/home/jeremic/public_html/lecture_notes_online_material/_Chapter_Applications_ESSI_for_NPPs/Energy_Dissipation_Animations/SMR_Energy_Dissipation.mp4}
\end{center}


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





% \vspace*{-5mm}



\end{frame}



%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
\begin{frame}
\frametitle{Base Slab Averaging vs Inelasticity}



% \vspace*{-5mm}
\begin{center}
% \hspace*{-15mm}
%\movie[label=show3,width=10cm,poster,autostart,showcontrols]
\movie[label=show3,width=9cm,poster,showcontrols]
{\includegraphics[width=9cm]
{/home/jeremic/tex/works/Thesis/HanYang/ASCE-7-21_low_building_energy_dissipation/ATC_Short_Building_PD.jpg}}
{/home/jeremic/tex/works/Thesis/HanYang/ASCE-7-21_low_building_energy_dissipation/ATC_Short_Building_PD.mp4}
\end{center}

% online
\vspace*{-12mm}
\begin{flushleft}
\hspace*{-4mm}
\href{http://sokocalo.engr.ucdavis.edu/~jeremic/lecture_notes_online_material/_Chapter_Applications_Earthquake_Soil_Structure_Interaction_General_Aspects/Energy_dissipation_frames/ATC_Short_Building_PD.mp4}
  {\tiny (MP4)}
\end{flushleft}
% online


%\hspace*{60mm}
\begin{flushright}
%\vspace*{-8mm}
{\small FEMA/ASCE-7} 
\end{flushright}




\end{frame}


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\begin{frame}
\frametitle{ESSI and Energy Dissipation for Design}


\vspace*{6mm}
% local
%\vspace*{-2mm}
\begin{center}
\hspace*{-16mm}
%\movie[label=show3,width=5.6cm,poster,autostart,showcontrols]
\movie[label=show3,width=61mm,poster, showcontrols]
  {\includegraphics[width=60mm]{/home/jeremic/tex/works/Thesis/HanYang/Frame_animations_13Mar2019/Individual_Foundation_screen_grab.jpg}}
  {/home/jeremic/tex/works/Thesis/HanYang/Frame_animations_13Mar2019/Individual_Foundation.mp4}
%\hspace*{-2mm}
%\hfill
%\movie[label=show3,width=5.6cm,poster,autostart,showcontrols]
\movie[label=show3,width=61mm,poster, showcontrols]
  {\includegraphics[width=61mm]{/home/jeremic/tex/works/Thesis/HanYang/Frame_animations_13Mar2019/Continuous_Foundation_screen_grab.jpg}}
  {/home/jeremic/tex/works/Thesis/HanYang/Frame_animations_13Mar2019/Continuous_Foundation.mp4}
\hspace*{-16mm}
\end{center}
% local


% online
\begin{center}
\href{http://sokocalo.engr.ucdavis.edu/~jeremic/lecture_notes_online_material/_Chapter_Applications_Earthquake_Soil_Structure_Interaction_General_Aspects/Energy_dissipation_frames/Individual_Foundation.mp4}
{\tiny (MP4)}
%
\hspace*{40mm}
%
\href{http://sokocalo.engr.ucdavis.edu/~jeremic/lecture_notes_online_material/_Chapter_Applications_Earthquake_Soil_Structure_Interaction_General_Aspects/Energy_dissipation_frames/Continuous_Foundation.mp4}
 {\tiny (MP4)}
\end{center}
% online





\end{frame}

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\begin{frame}

%\frametitle{Seismic Motions, Variation in Frequency, $\theta = 60^{o}$}
\frametitle{Seismic Motions, Horizontal vs Vertical}

% Elastoplastic soil with contact elements
%% Both solid and contact elements dissipate energy

     
% \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}}
{/home/jeremic/public_html/lecture_notes_online_material/_Chapter_Applications_ESSI_for_NPPs/Free_Field_animations_angle_or_frequency_variation/free_field_frequency.mp4}
\end{center}
        
% online   
\vspace*{-12mm}
\begin{flushleft}
\hspace*{-4mm}
\href{http://sokocalo.engr.ucdavis.edu/~jeremic/lecture_notes_online_material/_Chapter_Applications_ESSI_for_NPPs/Free_Field_animations_angle_or_frequency_variation/free_field_frequency.mp4}
  {\tiny (MP4)}
\end{flushleft}
% online  
   

\end{frame}

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%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
\begin{frame}

%\frametitle{SMR ESSI, f=$1; 2.5; 5; 10$Hz}
\frametitle{SMR ESSI}

% Elastoplastic soil with contact elements
%% Both solid and contact elements dissipate energy

     
% \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/ESSI_SMR_variation_in_wave_frequency.jpg}}
{/home/jeremic/public_html/lecture_notes_online_material/_Chapter_Applications_ESSI_for_NPPs/Free_Field_animations_angle_or_frequency_variation/SMR_frequency.mp4}
\end{center}
        
% online   
\vspace*{-12mm}
\begin{flushleft}
\hspace*{-4mm}
\href{http://sokocalo.engr.ucdavis.edu/~jeremic/lecture_notes_online_material/_Chapter_Applications_ESSI_for_NPPs/Free_Field_animations_angle_or_frequency_variation/SMR_frequency.mp4}
  {\tiny (MP4)}
\end{flushleft}
% online  
   

\end{frame}

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%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
\begin{frame}

%\frametitle{SMR ESSI, Variation in Input Frequency, $\theta = 60^{o}$}
\frametitle{SMR ESSI, 3C vs 3$\times$1C}

% Elastoplastic soil with contact elements
%% Both solid and contact elements dissipate energy

     
% \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/SMR_animations_May2018/3Dvs1D_deconvolution.jpg}}
{/home/jeremic/public_html/lecture_notes_online_material/_Chapter_Applications_ESSI_for_NPPs/SMR_animations_May2018/3Dvs1D_deconvolution.ogv}
\end{center}
        
% online   
\vspace*{-12mm}
\begin{flushleft}
\hspace*{-4mm}
\href{http://sokocalo.engr.ucdavis.edu/~jeremic/lecture_notes_online_material/_Chapter_Applications_ESSI_for_NPPs/SMR_animations_May2018/3Dvs1D_deconvolution.ogv}
  {\tiny (OGV)}
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% online  
   

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\begin{frame}
\frametitle{NPP ESSI, 6C vs 1C}

 
% local
\vspace*{-2mm}
\begin{center}
\hspace*{-7mm}
%\movie[label=show3,width=8.8cm,poster,autostart,showcontrols]
\movie[label=show3,width=8.8cm,poster, showcontrols]
  {\includegraphics[width=92mm]
  {/home/jeremic/tex/works/Conferences/2016/IAEA_TecDoc_February2016/My_Current_Work/movie_2_npps_mp4_icon.jpeg}}
  {/home/jeremic/public_html/lecture_notes_online_material/_Chapter_Applications_ESSI_for_NPPs/Model01_ESSI_Response_May2015/movie_2_npps.mp4}
\end{center}
% local
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%  \begin{center}
%  \hspace*{-7mm}
%  \movie[label=show3,width=8.8cm,poster,autostart,showcontrols]
%    {\includegraphics[width=90mm]{movie_2_npps_mp4_icon.jpeg}}{movie_2_npps.mp4}
%  \end{center}


% online
\vspace*{-12mm}
\begin{flushleft}
%\vspace*{-15mm}
\href{http://sokocalo.engr.ucdavis.edu/~jeremic/lecture_notes_online_material/_Chapter_Applications_Earthquake_Soil_Structure_Interaction_General_Aspects/ESSI_VisIt_movies_Jose_19May2015/movie_2_npps.mp4}
  {\tiny (MP4)}
\end{flushleft}
% online



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% out  \vspace*{-2mm}
% out  \begin{center}
% out  \hspace*{-7mm}
% out  \movie[label=show3,width=8.8cm,poster,autostart,showcontrols]
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% out  \href{http://sokocalo.engr.ucdavis.edu/~jeremic/lecture_notes_online_material/_Chapter_Applications_Earthquake_Soil_Structure_Interaction_General_Aspects/ESSI_VisIt_movies_Jose_19May2015/movie_2_npps.mp4}
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\begin{frame}
 \frametitle{ESSI with External/Pool and Internal/Pore Fluid}



\vspace*{15mm}
\begin{flushleft}
% \hspace*{-15mm}
\movie[label=show3,width=5cm,poster,autostart,showcontrols]
{\includegraphics[width=4.5cm]
{/home/jeremic/tex/works/Conferences/2017/DOE_Project_Review_Meeting_LBNL_09June2017/Present/Solid-Fluid-Interaction.jpg}}
{/home/jeremic/public_html/lecture_notes_online_material/_Chapter_Applications_Earthquake_Soil_Structure_Interaction_General_Aspects/Fluid_Solid_interaction/Solid_Fluid_Interaction_NEW.mpeg}
\end{flushleft}

\vspace*{-50mm}
\begin{figure}[!hbpt]
\begin{flushright}
\includegraphics[width=6truecm]{/home/jeremic/tex/works/Conferences/2018/Oersted-DONG-Energy/present/Pile_in_liquefied_soil.jpg}
\end{flushright}
\end{figure}



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





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% 
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% \begin{frame}
% \frametitle{Metamaterials}
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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/tex/works/Thesis/KonstantinosKanellopoulos/graphics_15Feb2021/Animations/resonant_metamaterials.jpg}}
% {/home/jeremic/tex/works/Thesis/KonstantinosKanellopoulos/graphics_15Feb2021/Animations/resonant_metamaterials.ogv}
% \end{center}
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% % /home/jeremic/tex/works/Thesis/KonstantinosKanellopoulos/graphics_15Feb2021/Animations
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\frametitle{Seismic Shielding, Meta-Materials, ETHZ-UCD}



% \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/tex/works/Thesis/KonstantinosKanellopoulos/graphics_15Feb2021/Animations/resonant_metamaterials.jpg}}
{/home/jeremic/tex/works/Thesis/KonstantinosKanellopoulos/graphics_15Feb2021/Animations/resonant_metamaterials.ogv}
\end{center}

 

% /home/jeremic/tex/works/Thesis/KonstantinosKanellopoulos/graphics_15Feb2021/Animations



\end{frame}
%\vspace*{10mm}










% 
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%  \begin{frame}
%   \frametitle{Validation: Lotung, LSST07, Setup}
%  
%   \vspace*{-5mm}
%  \begin{figure}[!h]
%  \begin{center}
%  \includegraphics[width=5.5cm]{/home/jeremic/tex/works/Conferences/2014/US-NRC-Project_Review_Feb2014/LSST07/LSST.jpg}
%  \includegraphics[width=5.5cm]{/home/jeremic/tex/works/Conferences/2014/US-NRC-Project_Review_Feb2014/LSST07/LSSTdh.jpg}
%  \end{center}
%  \end{figure}
%  
%  \end{frame}
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%  %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%  \begin{frame}
%   \frametitle{Validation: Lotung, LSST07, Motions}
%  
%  % \vspace*{-5mm}
%  \begin{figure}[!h]
%  \begin{center}
%  \includegraphics[width=8.5cm]{/home/jeremic/tex/works/Conferences/2014/US-NRC-Project_Review_Feb2014/Lotung_data/Lotung_LSST07_FA35.jpg}
%  \end{center}
%  \end{figure}
%  
%  \end{frame}
%  
%  %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%  \begin{frame}
%   \frametitle{Validation: Lotung, LSST07, $G/G_{max}$ and Damping}
%  
%   \vspace*{5mm}
%  \begin{itemize}
%   \item Nonlinear, 3D elastic-plastic, Pisan{\`o} material model for Lotung (validation)
%  
%   \item 1D wave propagation, only LSST07 is close to 1D!
%   \item No volume change data (a serious issue!)
%  \end{itemize}
%  
%   \vspace*{-5mm}
%  \begin{figure}[!h]
%  \begin{center}
%  \includegraphics[width=5.5cm]{/home/jeremic/tex/works/lecture_notes_SOKOCALO/Figure-files/_Chapter_Verification_and_Validation_for_Seismic_Wave_Propagation_Problems/LLSST07_GGmax_Curves.pdf}
%  \includegraphics[width=5.5cm]{/home/jeremic/tex/works/lecture_notes_SOKOCALO/Figure-files/_Chapter_Verification_and_Validation_for_Seismic_Wave_Propagation_Problems/LLSST07_Damping_Curves.pdf}
%  %  \caption{G/Gmax and Damping Curves}\label{GD}
%  \end{center}
%  \end{figure}
%  
%  \end{frame}
%  
%  
%  %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%  \begin{frame}
%   \frametitle{Validation: Lotung, LSST07, Down-hole Motions (1D!)}
%  
%  
%  
%  \begin{figure}[!h]
%   \centering
%  \includegraphics[width=4.1cm]{/home/jeremic/tex/works/lecture_notes_SOKOCALO/Figure-files/_Chapter_Verification_and_Validation_for_Seismic_Wave_Propagation_Problems/LLSST07_Time_History_of_Surface.pdf}
%  \includegraphics[width=4.1cm]{/home/jeremic/tex/works/lecture_notes_SOKOCALO/Figure-files/_Chapter_Verification_and_Validation_for_Seismic_Wave_Propagation_Problems/LLSST07_Time_History_of_6m_depth.pdf}
%  \\
%  \includegraphics[width=4.1cm]{/home/jeremic/tex/works/lecture_notes_SOKOCALO/Figure-files/_Chapter_Verification_and_Validation_for_Seismic_Wave_Propagation_Problems/LLSST07_Time_History_of_11m_depth.pdf}
%  \includegraphics[width=4.1cm]{/home/jeremic/tex/works/lecture_notes_SOKOCALO/Figure-files/_Chapter_Verification_and_Validation_for_Seismic_Wave_Propagation_Problems/LLSST07_Time_History_of_17m_depth.pdf}
%  % \caption{Time history comparison at  different depths}\label{Time_History}
%  \end{figure}
%  
%  \end{frame}
%  
%  %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%  \begin{frame}
%   \frametitle{Validation: Lotung, LSST07, Fourier Spectra}
%  
%  
%  \begin{figure}[!h]
%   \centering
%  \includegraphics[width=4.1cm]{/home/jeremic/tex/works/lecture_notes_SOKOCALO/Figure-files/_Chapter_Verification_and_Validation_for_Seismic_Wave_Propagation_Problems/LLSST07_Fourier_Spectrum_of_Surface.pdf}
%  \includegraphics[width=4.1cm]{/home/jeremic/tex/works/lecture_notes_SOKOCALO/Figure-files/_Chapter_Verification_and_Validation_for_Seismic_Wave_Propagation_Problems/LLSST07_Fourier_Spectrum_of_6m_depth.pdf}
%  \\
%  \includegraphics[width=4.1cm]{/home/jeremic/tex/works/lecture_notes_SOKOCALO/Figure-files/_Chapter_Verification_and_Validation_for_Seismic_Wave_Propagation_Problems/LLSST07_Fourier_Spectrum_of_11m_depth.pdf}
%  \includegraphics[width=4.1cm]{/home/jeremic/tex/works/lecture_notes_SOKOCALO/Figure-files/_Chapter_Verification_and_Validation_for_Seismic_Wave_Propagation_Problems/LLSST07_Fourier_Spectrum_of_17m_depth.pdf}
%  % \caption{Fourier spectrum comparison at  different depths}\label{Fourier_Spectrum}
%  \end{figure}
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%  \end{frame}
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%  


%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
\section{ESSI Validation Experiments}


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%\subsection{\ }





         
%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
\begin{frame}
 \frametitle{Verification and Validation}
\begin{itemize}
    
    



\vspace*{1mm}
     \item[-]  {US-DOE/Sandia NL} work, over last 40+ years



\vspace*{1mm}
     \item[-]  {{  Verification:}  provides  evidence  that  the  model is solved
     correctly.} Mathematics issue.  
%     Well developed 
%     for the Real ESSI Simulator.

\vspace*{1mm}
     \item[-]  {{  Validation:}  provides  evidence  that  the  correct  model is
     solved.} Physics issue. 
%     Work in progress, US-DOE project. 
        

\vspace*{1mm}
   \item[-]  V\&V  procedures  are  the  primary means of assessing accuracy in
   modeling and computational simulations

\vspace*{1mm}
   \item[-]  V\&V  procedures  used to build confidence
   and credibility in modeling and computational simulations



% \vspace*{4mm}
%  \item {  Prediction:}  use  of  computational  model
%   to  foretell  the  state  of  a  physical  system  under  consideration under
%   conditions for which the computational model has not been validated.
  


\vspace*{1mm}
\item[-] {  Prediction under Uncertainty}:  use  of  computational  model
to  predict  the  state  of SSI system under
conditions for which the computational model has not been validated.

% 
%   
% \vspace*{1mm}
%    \item  Modeling  and  parametric uncertainties are always present, need to be
%    addressed 
% 
% %\vspace*{1mm}
% %   \item Predictive capabilities with {low Kolmogorov Complexity}
% %
% 
% \vspace*{1mm}
%      \item Goal: Predict and Inform and rather than (force) Fit
% 
% 



\end{itemize}
\end{frame}




% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% \begin{frame}
% \frametitle{V \& V Motivation}
% 
% 
% 
% \begin{itemize}
% 
% 
% %\vspace*{0.5cm}
% \item How much can (should) we trust  model implementations (verification)?
% 
% %\vspace*{0.5cm}
% \item How much can (should) we trust numerical simulations (validation)?
% 
% %\vspace*{0.5cm}
% \item How good are our numerical predictions?
% 
% %\vspace*{0.5cm}
% \item    Can      simulation  tools  be used for improving safety and economy?
% 
% %   \vspace*{2.0truecm}
%    \item  V  \&  V  procedures  are  the  primary means of assessing accuracy in
%    modeling and computational simulations
% 
% %   \vspace*{1.0truecm}
%    \item  V  \&  V  procedures  are the tools with which we build confidence and
%    credibility in modeling and computational simulations
% 
% 
% 
% 
% %\vspace*{2.5cm}
% %\item How do we  use experimental simulations   to improve models
% 
% 
% 
% 
% \end{itemize}
% 
% 
% 
% 
% \end{frame}
% 
% 

% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% 
% 
% 
% \begin{frame}
%   \frametitle{Fundamentals of Verification and Validation}
% 
% 
% 
% %--
% 
% %\vspace*{1mm}
% \hspace*{-2mm}
% 
% \begin{figure}[!h]
% % \vspace*{-0.5cm}
% %\hspace*{-8mm}
% %\begin{center}
% %{\includegraphics[width=11cm]{/home/jeremic/tex/works/Conferences/2005/OpenSeesWorkshopAugust/DeveloperSymposium/VerifValidFund01.pdf}}
% {\includegraphics[width=11cm]{/home/jeremic/tex/works/Conferences/2013/NRC_Short_Course_May2013/Present/Present06_figs/VerifValidFund01.pdf}}
% %\end{center}
% \end{figure}
% 
% 
% \end{frame}
% 
% 
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% 
% 
% 
% 
% 
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%





   \begin{frame}
 \frametitle{V\&V: Important References}



 \begin{itemize}



{\small

% \vspace*{2mm}
%  \item[-]
%  {\sc P.~J. Roache.}
%   {Verification and Validation in Computational Science and
%    Engineering}.
%  Hermosa publishers, 1998.
%  %ISBN 0-913478-08-3.
% 
%\vspace*{2mm}
 \item[-]
 {\sc W.~L. Oberkampf, T.~G. Trucano, and C. Hirsch.}
 Verification, Validation and Predictive Capability in Computational
   Engineering and Physics.
 In {Proc. of the Foundations for V\&V in the 21st Century Workshop},
%   pages 1--74, Laurel, Maryland,
%   October 22-23
   2002,
   Johns Hopkins Univ.
% / Applied Physics Laboratory.
%{\href{http://sokocalo.engr.ucdavis.edu/~jeremic/UsefulReadings/Oberkampf-Trucano-Hirsch.pdf}
%{PDF available here}}



\vspace*{1mm}
\item[-] {\sc W.~L. Oberkampf},   
{Short Course on V\&V in Computational Mechanics},
US-DOE -- SNL, 2003, Albuquerque, NM.




\vspace*{1mm}
\item[-]
I. Babu{\v s}ka and J.T. Oden. Verification and Validation in Computational
Engineering and Science: Basic Concepts. 
Comp. Meth. in App. Mech. and Eng., 
193(36-38):4057-4066, 2004.


\vspace*{1mm}
\item[-]
W.~L. Oberkampf and C.~J. Roy. Verification and Validation in Scientific
Computing. Cambridge Univ. Press, 2010.

%


}


 \end{itemize}




 \end{frame}










  
% 
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% \begin{frame}
%  \frametitle{Verification}
% 
% 
% \begin{itemize}
% 
% 
%      \item[-] Process  of  determining  that    a  model
%    implementation  accurately  represents the developer's conceptual description
%    and specification
% 
% \vspace*{3mm}
%    \item[-] Mathematics, Computer Science issue
% 
% \vspace*{3mm}
%    \item[-] { Verification provides evidence that the
%    model is solved correctly}
% 
% \end{itemize}
% 
% %
% %\item Models available (some now, some later)
% %\vspace*{-2.0cm}
% \end{frame}
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% \begin{frame}
%  \frametitle{Validation}
% 
% 
% \begin{itemize}
% 
%      \item[-] Process of determining the degree to which a
%    model  is  accurate  representation of the real world from the perspective of
%    the  intended  uses  of  the  model
% 
% \vspace*{1mm}
%     \item[-]  Physics, Mechanics issue
% 
% \vspace*{1mm}
%     \item[-] {Validation provides
%    evidence that the correct model is solved}
% 
% 
% \vspace*{1mm}
%      \item[-]  Tactical  goal: Identification  and  minimization of modeling
%      uncertainties in the computational model
% 
% \vspace*{1mm}
%      \item[-]  Strategic  goal: Increase  confidence  in the quantitative
%      predictive capability of the computational model
% 
% 
% 
% \end{itemize}
% 
% %
% %\item Models available (some now, some later)
% %\vspace*{-2.0cm}
% \end{frame}
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% % %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% % % %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
\begin{frame}
\frametitle{Physical Experiments}


 \begin{itemize}

 %   \vspace*{1.0truecm}
    \item[-] {Traditional Experiments}
      \begin{itemize}
   \vspace*{1mm}
        \item[.] Improve the fundamental understanding of physics involved
   \vspace*{1mm}
%        \item[.] Improve the mathematical models for physical phenomena
        \item[.] Improve the mathematical models for physical phenomena
   \vspace*{1mm}
        \item[.] Assess component performance
      \end{itemize}

   \vspace*{3mm}
    \item[-] {Validation Experiments}
      \begin{itemize}
   \vspace*{1mm}
        \item[.] Model validation experiments
   \vspace*{1mm}
%        \item[.]  Designed  and  executed  to  quantitatively estimate mathematical
        \item[.]  Designed  and  executed  to  quantitatively estimate
        model's ability to simulate well defined physical behavior
   \vspace*{1mm}
        \item[.]   The  simulation  tool, SimTool, is the customer!
      \end{itemize}


 \end{itemize}


 \end{frame}

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

%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
\begin{frame}
\frametitle{Validation Experiments }


\begin{itemize}

   \vspace*{2mm}
%   \item[-]  A  validation  experiment  should be jointly designed and executed by
   \item[-]  A  validation  experiment is jointly designed and executed by
   experimentalist and computationalist
%      \begin{itemize}
%         \item Need for close working relationship from inception to documentation
%         \item Elimination of typical competition between each
%         \item  Complete  honesty  concerning  strengths  and  weaknesses  of both
%         experimental and computational simulations
%       \end{itemize}


   \vspace*{2mm}
%   \item[-] A validation experiment should be designed to capture the relevant physics
   \item[-] A validation experiment is designed to capture the relevant physics
%       \begin{itemize}
%         \item Measure all important modeling data in the experiment
%         \item  Characteristics  and  imperfections  of  the experimental facility
%         should be included in the model
%       \end{itemize}



%     \vspace*{0.0truecm}
%     \item  A  validation  experiment  should  use any possible synergism between
%     experiment and computational approaches
%       \begin{itemize}
%         \item Offset strength and weaknesses of computations and experiments
%         \item  Use high confidence simulations for simple physics to calibrate of
%         improve the characterization of the experimental facility
%         \item    Conduct  experiments  with a  hierarchy of physics complexity  to
%         determine where the computational simulation breaks (remember, SimTool is
%         the customer!)
%       \end{itemize}
%  
%  
%     \vspace*{0.0truecm}
%     \item  Maintain independence  between computational and experimental results
%       \begin{itemize}
%         \item Blind comparison, the computational simulations should be predictions
%         \item Neither side is allowed to use fudge factors, parameters
%       \end{itemize}
%  
   \vspace*{2mm}
   \item[-]  Validation experiments on unit level problems and progressing up the
   hierarchy of increasing computational difficulty
%       \begin{itemize}
%         \item Use of qualitative data (e.g. visualization) and quantitative data
%         \item  Computational  data  should be processed to match the experimental
%         measurement techniques
%       \end{itemize}

   \vspace*{2mm}
   \item[-] Experimental uncertainty analysis should be developed
%       \begin{itemize}
%         \item Distinguish and quantify random and correlated bias errors
%         \item   Use  symmetry  arguments  and  statistical  methods  to  identify
%         correlated bias errors
%         \item Make uncertainty estimates on input quantities needed by the SimTool
%       \end{itemize}







\end{itemize}



\end{frame}

%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
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%  % %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%  %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%  %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%  \begin{frame}
%  \frametitle{Validation Experiments (contd)}
%  
%  
%  \begin{itemize}
%  
%     \vspace*{0.0truecm}
%     \item  A  validation  experiment  should  use any possible synergism between
%     experiment and computational approaches
%       \begin{itemize}
%         \item Offset strength and weaknesses of computations and experiments
%         \item  Use high confidence simulations for simple physics to calibrate of
%         improve the characterization of the experimental facility
%         \item    Conduct  experiments  with a  hierarchy of physics complexity  to
%         determine where the computational simulation breaks (remember, SimTool is
%         the customer!)
%       \end{itemize}
%  
%  
%     \vspace*{0.0truecm}
%     \item  Maintain independence  between computational and experimental results
%       \begin{itemize}
%         \item Blind comparison, the computational simulations should be predictions
%         \item Neither side is allowed to use fudge factors, parameters
%       \end{itemize}
%  
%  
%  \end{itemize}
%  
%  
%  
%  \end{frame}
%  
%  %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%  %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%  % %%%%
%  %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%  %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%  \begin{frame}
%  \frametitle{Validation Experiments (contd)}
%  
%  
%  \begin{itemize}
%  
%     \vspace*{0.0truecm}
%     \item  Validate experiments on unit level problems, hierarchy of experimental
%     measurements   should   be   made   which  present  an  increasing  range  of
%     computational difficulty
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  \frametitle{Great Need for Validation Experiments}

  \begin{itemize}




\vspace*{1mm}
  \item[-] Inelastic response, energy dissipation of interfaces
  
\vspace*{1mm}
    \item[-] Base slab averaging vs inelastic interface/contact response 

\vspace*{1mm}
    \item[-] Deeply embedded SMRs, near surface interface, deep soil

\vspace*{1mm}
    \item[-] Energy balance, input and dissipation

\vspace*{1mm}
    \item[-] Seismic shielding, meta-materials, seismic trenches

\vspace*{1mm}
    \item[-] 6C seismic motions, NPP and SMR response

\vspace*{1mm}
    \item[-] ESSI with internal/pore and external/pool fluids


\end{itemize}
\vspace*{-1mm}


\begin{figure}[!htbp]
\begin{center}
\includegraphics[height=2cm]{/home/jeremic/tex/works/Reports/2019/UNR_soil_box/10Dec2019/UNR_Soil_Box_Report/figs/soilbox_model_gmsh.png}
\hspace*{5mm}
\includegraphics[height=1.2cm]{/home/jeremic/tex/works/Reports/2019/UNR_soil_box/10Dec2019/UNR_Soil_Box_Report/figs/soilbox_model_gmsh_3.png}
\hspace*{5mm}
\includegraphics[height=2cm]{/home/jeremic/tex/works/Reports/2019/UNR_soil_box/10Dec2019/UNR_Soil_Box_Report/figs/soilbox_model_gmsh_2.png}
%\includegraphics[height=2.2cm]{/home/jeremic/tex/works/Reports/2019/UNR_soil_box/10Dec2019/UNR_Soil_Box_Report/figs/soilbox_deformed_shape.pdf}
\end{center}


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  \frametitle{Initial Validation Experiments}



  \begin{itemize}

\vspace*{1mm}
    \item[-] Base slab averaging vs inelastic interface/contact response: 
    use unique box capabilities, apply Love waves and a combination of Love and
    SV waves, with variable soil profiles and variable surface soil layers to
    validate/investigate effects of incoherent motions on SSI

\vspace*{1mm}
    \item[-] Deeply embedded structure, SMR: 
    validate/investigate inelastic behavior of near surface interface, and
    inelastic behavior of deep soil

\end{itemize}
%\vspace*{-1mm}


\begin{figure}[!htbp]
\centering
\includegraphics[height=2.5cm]{/home/jeremic/tex/works/Reports/2019/UNR_soil_box/10Dec2019/UNR_Soil_Box_Report/figs/soilbox_deformed_shape.pdf}


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\section{Conclusion}



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%\subsection*{Summary}


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% \begin{frame}
% 
% \frametitle{Appropriate Science Quotes}
% 
% \begin{itemize}
% 
% %
% %  \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[]  Fran{\c c}ois-Marie Arouet,  Voltaire:
% "Le doute n'est pas une condition agr{\'e}able, mais la certitude est absurde."
% 
%  \vspace*{9mm}
% 
% \item[]  Niklaus  Wirth:
% "Software is getting slower more rapidly than hardware becomes faster."
% 
% \end{itemize}
% 
% 
% \end{frame}
% 



%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
\begin{frame}
  \frametitle{Acknowledgment}

  \begin{itemize}

   
\vspace*{4mm}
   \item[-]     Collaborators:    Feng,  Yang,  Behbehani,  Sinha,  Wang,
   Karapiperis, Wang, Lacoure, Pisan{\'o}, Abell, Tafazzoli, Jie, Preisig,
   Tasiopoulou, Watanabe, Cheng, Yang.



\vspace*{4mm}
  \item[-]  Funding  from  and  collaboration  with the
  US-DOE, 
  US-FEMA/ATC, 
  US-NRC, 
  US-NSF,
  CNSC-CCSN, 
  UN-IAEA, 
  ENSI-CH-B\&H,
  Shimizu Corp and
  UC
% University of California 
  is greatly appreciated,




\end{itemize}



\end{frame}
%



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\begin{frame}
  \frametitle{Summary}

  \begin{itemize}

%  \item[-] Quality assurance,  V\&V, for  ESSI analysis
  \item[] Quality assurance,  V\&V, for  ESSI analysis
  
%\vspace*{2mm}
%  \item[-] Extensive, advanced verification for ESSI

\vspace*{4mm}
  \item[] Great need for validation experiments for ESSI


\vspace*{4mm}
  \item[] Numerical modeling to predict and inform
%    , rather than fit

\vspace*{4mm}
  \item[] Engineer needs to know!
% 
% \vspace*{2mm}
%     \item[-] Education and Training is the key
% 

\vspace*{4mm}
  \item[]     \url{http://real-essi.us/}


%    
% \vspace*{1mm}
%    \item[-]     Collaborators:    Feng,  Yang,  Behbehani,  Sinha,  Wang,
%    Karapiperis, Wang, Lacoure, Pisan{\'o}, Abell, Tafazzoli, Jie, Preisig,
%    Tasiopoulou, Watanabe, Cheng, Yang.
% 
% 
% 
% \vspace*{1mm}
%   \item[-]  Funding  from  and  collaboration  with the
%   US-DOE, 
%   ATC/US-FEMA, 
%   US-NRC, 
%   US-NSF,
%   CNSC-CCSN, 
%   UN-IAEA, 
%   ENSI-CH-B\&H and 
%   Shimizu Corp. 
%   is greatly appreciated,
% 



\end{itemize}



\end{frame}
%






\end{document}

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