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


\title[Nonlinear ESSI Analysis for SMRs]
      {Nonlinear Earthquake Soil Structure Interaction Analysis for \\ Small Modular Reactors}


%\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}}
{Wang, Feng, Yang, McCallen, Jeremi{\'c}}

%\institute[Computational Geomechanics Group \hspace*{0.3truecm}
%% \institute[\pgfuseimage{university-logo}\hspace*{0.1truecm}\pgfuseimage{lbnl-logo}] % (optional, but mostly needed)
\institute[] % (optional, but mostly needed)
%{ Professor, University of California, Davis\\
{UCD, LBNL}
% - 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 SMiRT24\\
        Busan, Republic of Korea}

\subject{}
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% Structuring a talk is a difficult task and the following structure
% may not be suitable. Here are some rules that apply for this
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%   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{Motivation}


\begin{itemize}

  \item  Improve  modeling  and  simulation  for Nuclear Facilities
 
\vspace*{2mm}
 \item Develop  an expert numerical modeling and simulation tool

\vspace*{2mm}
  \item  Use of high fidelity numerical models to analyze seismic behavior
  of soil structure nuclear facilities system


\vspace*{2mm}
  \item  Reduction  of modeling uncertainty, ability to perform high(er) level
  of sophistication modeling and simulation


\vspace*{2mm}
  \item Follow flow   of  seismic  energy  in  a soil structure system


\vspace*{2mm}
  \item Particular issues with SMRs:  
       \begin{itemize}
         \item Seismic motions, body and surface waves
         \item Inelastic contact and near field soil zone
         \item Underground water, buoyant force
         \item uncertain soil, contact...
       \end{itemize}


\end{itemize}


\end{frame}
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\begin{frame}
 \frametitle{ESSI Issues for SMRs}

\begin{figure}[!hbpt]
\begin{center}
%\vspace*{-0.2cm}
% %\includegraphics[width=4cm]{/home/jeremic/tex/works/Conferences/2014/ASME_SMR_Symposium/present/SMR01_a.jpg}
% \includegraphics[width=4cm]{/home/jeremic/tex/works/Conferences/2014/ASME_SMR_Symposium/present/SMR02_a.jpg}
% %
\includegraphics[width=3.5cm]{/home/jeremic/tex/works/Conferences/2014/ASME_SMR_Symposium/present/SMR02_a_01-GRAY_pdf.pdf}
%                      ]
\hspace*{3mm}
\includegraphics[width=3.5cm]{/home/jeremic/tex/works/Conferences/2014/ASME_SMR_Symposium/present/SMR02_a_02-GRAY_pdf.pdf}
%
\\
%
\includegraphics[width=3.5cm]{/home/jeremic/tex/works/Conferences/2014/ASME_SMR_Symposium/present/SMR02_a_03-GRAY_pdf.pdf}
%
\hspace*{3mm}
\includegraphics[width=3.5cm]{/home/jeremic/tex/works/Conferences/2014/ASME_SMR_Symposium/present/SMR02_a_04-GRAY_pdf.pdf}
%\vspace*{-0.6cm}
\end{center}
\end{figure}

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\section{Modeling}

      



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\subsection{Seismic Motions}

%     
%  
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% \begin{frame}
% \frametitle{Regional Geophysical  Models}
% 
%  \begin{figure}[!htb]
%  \begin{center}
%   \includegraphics[width=5truecm]{/home/jeremic/tex/works/Conferences/2017/CompDyn2017/Present_PLENARY/San_Francisco__Regional_Model_BIG.jpg}
%   \includegraphics[width=5.2truecm]{/home/jeremic/tex/works/Conferences/2017/CompDyn2017/Present_PLENARY/San_Francisco__Regional_Model.jpg}
%  \end{center}
% % \caption{\label{Fig:NPP_Model_In_Real_ESSI} Nuclear Power Plant Model with Shallow Foundation }
%  \end{figure}
% 
% Rodgers and Pitarka 
% 
% \end{frame}
% 
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% 
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% \begin{frame}
% \frametitle{Regional Geophysical  Models}
% 
%  \begin{figure}[!htb]
%  \begin{center}
%   \includegraphics[width=10truecm]{/home/jeremic/tex/works/Conferences/2017/CompDyn2017/Present_PLENARY/USG-Bay_Area_Model_CC_det2_sm.jpg}
%  \end{center}
% % \caption{\label{Fig:NPP_Model_In_Real_ESSI} Nuclear Power Plant Model with Shallow Foundation }
%  \end{figure}
% 
% USGS
%  
% \end{frame}
% 
%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%


 
%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
\begin{frame}
\frametitle{Regional Geophysical  Models}

\begin{itemize}

  \item High fidelity free field seismic motions on regional scale


\vspace*{2mm}
  \item 3D (6D) and/or 3$\times$ 1D and/or 1D motions can also be used



\vspace*{2mm}
  \item Knowledge of geology (deep and shallow) needed


\vspace*{2mm}
  \item High Performance Computing using SW4 on CORI (LBNL)


\vspace*{2mm}
  \item  Collaboration  with LLNL: Dr.~Rodgers, Dr.~Pitarka and Dr.~Petersson




\end{itemize}
 
\end{frame}


 


% 
%  
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% \begin{frame}
% \frametitle{Regional Scale Model (Rodgers et al, LLNL)}
% 
%  \begin{figure}[!htb]
%  \begin{center}
%   \includegraphics[width=5.5truecm]{/home/jeremic/tex/works/Conferences/2017/CompDyn2017/Present_PLENARY/Vs_at_top.jpg}
% %  \includegraphics[width=5truecm]{/home/jeremic/tex/works/Conferences/2017/CompDyn2017/Present_PLENARY/Horizontal_Velocity_at_12s.jpg}
%   \includegraphics[width=5truecm]{/home/jeremic/tex/works/Conferences/2017/CompDyn2017/Present_PLENARY/Peak_Velocity.jpg}
%  \end{center}
% % \caption{\label{Fig:NPP_Model_In_Real_ESSI} Nuclear Power Plant Model with Shallow Foundation }
%  \end{figure}
%  
% \end{frame}
% 
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%

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\begin{frame}
\frametitle{Example Regional Model (Rodgers et al, LLNL)}


% local
% local 
% local 
% local %\vspace*{-2mm}
% local \begin{center}
% local \hspace*{-15mm}
% local %
% local \movie[label=show3,width=8.0cm,poster,autostart,showcontrols]
% local   {\includegraphics[width=60mm]{BJicon.png}}{/home/jeremic/tex/works/Conferences/2017/CompDyn2017/Present_PLENARY/M6.5_s500_BASIN+STOCHASTIC.mag.SLOW.mpg}
% local \hspace*{-15mm}
% local %
% local \end{center}
% local 
% local 
% local 


% online 
% online 
% online 
\begin{center}
\href{http://sokocalo.engr.ucdavis.edu/~jeremic/lecture_notes_online_material/_Chapter_Applications_ESSI_for_NPPs/NPP_animations_August2017/M6_5_s500_BASIN_STOCHASTIC_mag_SLOW.mpg}
  {\includegraphics[width=90mm]{/home/jeremic/public_html/lecture_notes_online_material/_Chapter_Applications_ESSI_for_NPPs/NPP_animations_August2017/M6_5_s500_BASIN_STOCHASTIC_mag_SLOW.jpg}}
\end{center}
% online 
% online 
% online  




\end{frame}

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\begin{frame}
\frametitle{Seismic Motions: SW4 to Real ESSI}


 \vspace*{-5mm}

 \begin{figure}[!htb]
 \begin{center}
 \hspace*{-10mm}
  \includegraphics[width=12.5truecm]{/home/jeremic/tex/works/Thesis/HexiangWang/Files_08June2017/pic/SW42DRM.pdf}
 \end{center}
% \caption{\label{Fig:NPP_Model_In_Real_ESSI} Nuclear Power Plant Model with Shallow Foundation }
 \end{figure}
 
\end{frame}

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% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% \begin{frame} 
%  \frametitle{Free Field Motion Verification}
% 
% 
%   \vspace*{-3mm}
% 
%  \begin{figure}[!H] 
%     \begin{center}
%   \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}  
%   \hspace*{-3mm}
%    \end{center}
%  \end{figure}
% \end{frame}
% 
% % %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% 



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\subsection{Inelasticity}




%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
\begin{frame}
 \frametitle{Inelastic Modeling for Components}

\begin{itemize}

%\vspace*{1mm}
     \item Soil elastic-plastic
       \begin{itemize}
         \item Dry, single phase
         \item Unsaturated (partially saturated)
         \item Fully saturated
       \end{itemize}
                            

%\vspace*{1mm}
     \item Contact, inelastic, soil/rock -- foundation
       \begin{itemize}
         \item  Dry,  single  phase,  Normal  (hard  and  soft, gap open/close),
                Friction (nonlinear)
         \item Fully saturated, suction and excess pressure (buoyant force)
       \end{itemize}
     

%\vspace*{1mm}
     \item Structural inelasticity/damage
       \begin{itemize}
         \item Nonlinear/inelastic fiber beam
         \item Nonlinear/inelastic fiber wall element
       \end{itemize}


% %\vspace*{1mm}
%      \item Fluid-Solid interaction (open surface)
% 


\end{itemize}

%
\end{frame}

% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% \begin{frame}
%  \frametitle{Sold/Structure -- Fluid Interaction}
% 
% 
% Still in verification phase, so not use at this time 
%    
% %\vspace*{-5mm}
% \begin{center}
% % \hspace*{-15mm}
% \movie[label=show3,width=6cm,poster,autostart,showcontrols]
% {\includegraphics[width=6.5cm]
% {/home/jeremic/tex/works/Conferences/2017/DOE_Project_Review_Meeting_LBNL_09June2017/Present/Solid-Fluid-Interaction.jpg}}
% {/home/jeremic/tex/works/Thesis/HexiangWang/Files_06June2017/pic/Solid_Fluid_Interaction.mp4}
% \end{center}
% 
% 
% 
% 
% \end{frame}
% 
% 


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%\subsection{Inelastic Behavior of an SMR}




  
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% \begin{frame}
%  
%  \frametitle{Modeling Uncertainties for Embedded Structures}
%  \begin{itemize}
%   \item Ground motions: 1D seismic records, deconvolution\\
%   \item Motion-input method: directly imposed excitation, no SSI\\
%   \item Neglected non-linear behaviors:\\
%   \setbeamertemplate{itemize items}[circle]
%    \begin{itemize}
%    \item material nonlinearity
%    \item soil-structure interface nonlinearity 
%    \end{itemize}
%  \end{itemize}  
% \end{frame}
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%

%\subsection{Modeling Procedure}

% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% \begin{frame}
%  
%  \frametitle{Model Development}
% % \small -geometry, mesh, contacts, BCs, damping
% 
%  \vspace{-2mm}
%  \begin{figure}[!H]
%   \begin{center}
%    \includegraphics[width=6cm]{/home/jeremic/tex/works/Thesis/HexiangWang/Files_SMiRT_11Aug2017/pic/Parallel_Fancy.png} 
%    \includegraphics[width=6cm]{/home/jeremic/tex/works/Thesis/HexiangWang/Files_SMiRT_11Aug2017/pic/SMR_2.pdf}
%   \end{center}
%  \end{figure}
% 
% 
% % Model 1 (structure:DRM=1:1)\quad\quad\quad\quad Model 2 (structure:DRM=1:4) 
% 
% \end{frame}
% 
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% 
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% \begin{frame}
%  
%  \frametitle{3D free field motion transition}
%  
%  \begin{figure}[!H]
%   \begin{center}
%    \includegraphics[width=\linewidth]{/home/jeremic/tex/works/Thesis/HexiangWang/Files_SMiRT_11Aug2017/pic/SW42DRM.pdf}
%   \end{center}
%  \end{figure}
% \end{frame}
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%


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\begin{frame} 
 \frametitle{Soil Modeling Parameters}
 \begin{columns}[T]
  \begin{column}{.6\textwidth}
  \vspace*{-0.5cm}
   \begin{figure}[!H]
    \begin{center}
     \includegraphics[width=\textwidth]{/home/jeremic/tex/works/Thesis/HexiangWang/Files_SMiRT_11Aug2017/pic/parameters.png}
    \end{center}
   \end{figure}
  \end{column}
  \begin{column}{.4\textwidth}
%  \centerline{\scriptsize Armstrong Frederick kinematic hardening} 
  \vspace*{-0.3cm}
   \begin{figure}[!H]
    \begin{center}
\vspace*{-3mm}
     \includegraphics[width=4.5cm]{/home/jeremic/tex/works/Thesis/HexiangWang/Files_SMiRT_11Aug2017/pic/ha=30Mpa.png}
\\ 
     \includegraphics[width=3.5cm]{/home/jeremic/tex/works/Thesis/SumeetKumarSinha/Files_10Aug2017/Npp_Non_Linear_Effects/images/SoftContact.pdf}
    \end{center}
   \end{figure}
% \small{Relationship between shear wave velocity and shear strength:\\}
%   \vspace{-0.2cm}
%            \begin{equation*}
%             V_s=23S^{0.475} 
%            \end{equation*}
  \end{column}
 \end{columns}
\end{frame}

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

%\subsection{Modeling Result}

%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
\begin{frame}
 \frametitle{Representative points}
 \begin{columns}[T]
  \begin{column}{.5\textwidth}
   \vspace{-0.5cm}
   \begin{figure}[!H] 
      \begin{center}
        \includegraphics[width=\textwidth]{/home/jeremic/tex/works/Thesis/HexiangWang/Files_SMiRT_11Aug2017/pic/Points_configuration.pdf} 
     \end{center}
   \end{figure}
  \end{column}
  \begin{column}{.5\textwidth}
  \vspace{0.6cm}
  \centerline{\scriptsize Location of points}
  \vspace{-0.6cm}
   \begin{figure}[!H] 
      \begin{center}
        \includegraphics[width=\textwidth]{/home/jeremic/tex/works/Thesis/HexiangWang/Files_SMiRT_11Aug2017/pic/representative_points.pdf} 
     \end{center}
   \end{figure}
  \end{column}
 \end{columns}
\end{frame}

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\begin{frame}
 \frametitle{SMR: Inelastic ESSI Effects, Top Center}


\vspace*{-30mm}

  \begin{figure}[!H] 
     \begin{flushleft}
       \includegraphics[width=3.6cm]{/home/jeremic/tex/works/Thesis/HexiangWang/Files_SMiRT_11Aug2017/pic/AF_yuan_point1_ax_time_series.pdf} 
       \includegraphics[width=3.6cm]{/home/jeremic/tex/works/Thesis/HexiangWang/Files_SMiRT_11Aug2017/pic/AF_yuan_point1_ay_time_series.pdf} 
       \includegraphics[width=3.6cm]{/home/jeremic/tex/works/Thesis/HexiangWang/Files_SMiRT_11Aug2017/pic/AF_yuan_point1_az_time_series.pdf} 
      \\
       \includegraphics[width=3.6cm]{/home/jeremic/tex/works/Thesis/HexiangWang/Files_SMiRT_11Aug2017/pic/AF_yuan_Point1_ax_fft.pdf} 
       \includegraphics[width=3.6cm]{/home/jeremic/tex/works/Thesis/HexiangWang/Files_SMiRT_11Aug2017/pic/AF_yuan_Point1_ay_fft.pdf} 
       \includegraphics[width=3.6cm]{/home/jeremic/tex/works/Thesis/HexiangWang/Files_SMiRT_11Aug2017/pic/AF_yuan_Point1_az_fft.pdf}  
    \end{flushleft}
  \end{figure}


\vspace*{-75mm}
  
  \begin{figure}[!H] 
     \begin{flushright}
     \hspace*{30mm}
       \includegraphics[width=2cm]{/home/jeremic/tex/works/Thesis/HexiangWang/Files_SMiRT_11Aug2017/pic/Points_configuration.pdf}
     \hspace*{-10mm}
    \end{flushright}
  \end{figure}



\end{frame}

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% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% \begin{frame}
%  \frametitle{SMR: ESSI Effects, Location}
% 
% 
% 
% 
% 
% \vspace*{-30mm}
% 
%   \scriptsize \hspace*{20mm} Point 3 \hspace*{25mm} Point 4   \hspace*{20mm}  Point 5
%   \begin{figure}[!H] 
%      \begin{flushleft}
%        \includegraphics[width=3.6cm]{/home/jeremic/tex/works/Thesis/HexiangWang/Files_SMiRT_11Aug2017/pic/AF_yuan_point3_ax_time_series.pdf} 
%        \includegraphics[width=3.6cm]{/home/jeremic/tex/works/Thesis/HexiangWang/Files_SMiRT_11Aug2017/pic/AF_yuan_point4_ax_time_series.pdf} 
%        \includegraphics[width=3.6cm]{/home/jeremic/tex/works/Thesis/HexiangWang/Files_SMiRT_11Aug2017/pic/AF_yuan_point5_ax_time_series.pdf} 
% \\
%        \includegraphics[width=3.6cm]{/home/jeremic/tex/works/Thesis/HexiangWang/Files_SMiRT_11Aug2017/pic/AF_yuan_Point3_ax_fft.pdf} 
%        \includegraphics[width=3.6cm]{/home/jeremic/tex/works/Thesis/HexiangWang/Files_SMiRT_11Aug2017/pic/AF_yuan_Point4_ax_fft.pdf} 
%        \includegraphics[width=3.6cm]{/home/jeremic/tex/works/Thesis/HexiangWang/Files_SMiRT_11Aug2017/pic/AF_yuan_Point5_ax_fft.pdf}  
%     \end{flushleft}
%   \end{figure}
% 
% 
% \vspace*{-75mm}
%   
%   \begin{figure}[!H] 
%      \begin{flushright}
%      \hspace*{30mm}
%        \includegraphics[width=2cm]{/home/jeremic/tex/works/Thesis/HexiangWang/Files_SMiRT_11Aug2017/pic/Points_configuration.pdf}
%      \hspace*{-10mm}
%     \end{flushright}
%   \end{figure}
% 
% 
% 
% 
% 
% 
% % 
% %  
% %  
% %   \begin{columns}[T]
% %   \begin{column}{0.8\textwidth}
% %    \vspace{-0.6cm}
% %    \scriptsize \quad \quad \quad \quad Point 3\quad \quad \quad \quad \quad \quad \quad Point 4\quad \quad \quad \quad \quad \quad Point 5
% %    \vspace{-0.3cm}
% %    \begin{figure}[!H] 
% %       \begin{center}
% %         \includegraphics[width=0.3\textwidth]{/home/jeremic/tex/works/Thesis/HexiangWang/Files_SMiRT_11Aug2017/pic/AF_yuan_point3_ax_time_series.pdf} 
% %         \includegraphics[width=0.3\textwidth]{/home/jeremic/tex/works/Thesis/HexiangWang/Files_SMiRT_11Aug2017/pic/AF_yuan_point4_ax_time_series.pdf} 
% %         \includegraphics[width=0.3\textwidth]{/home/jeremic/tex/works/Thesis/HexiangWang/Files_SMiRT_11Aug2017/pic/AF_yuan_point5_ax_time_series.pdf} \\
% %         \includegraphics[width=0.3\textwidth]{/home/jeremic/tex/works/Thesis/HexiangWang/Files_SMiRT_11Aug2017/pic/AF_yuan_Point3_ax_fft.pdf} 
% %         \includegraphics[width=0.3\textwidth]{/home/jeremic/tex/works/Thesis/HexiangWang/Files_SMiRT_11Aug2017/pic/AF_yuan_Point4_ax_fft.pdf} 
% %         \includegraphics[width=0.3\textwidth]{/home/jeremic/tex/works/Thesis/HexiangWang/Files_SMiRT_11Aug2017/pic/AF_yuan_Point5_ax_fft.pdf}  
% %      \end{center}
% %    \end{figure}
% %    \vspace{-0.3cm}
% %    \begin{itemize}
% %     \item Nonlinear effects attenuate along the depth
% %    \end{itemize}
% %   \end{column}
% %   \begin{column}{0.3\textwidth}
% %    \begin{figure}[!H] 
% %       \begin{center}
% %         \includegraphics[width=\textwidth]{/home/jeremic/tex/works/Thesis/HexiangWang/Files_SMiRT_11Aug2017/pic/Points_configuration.pdf}
% %      \end{center}
% %    \end{figure}
% %   \end{column}
% %   \end{columns}
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% \end{frame}
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% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%

%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
\begin{frame}
 \frametitle{SMR: ESSI Effects, Material Modeling}
 \begin{columns}[T]
 \begin{column}{0.6\textwidth}
  \scriptsize \quad \quad \quad \quad  \quad Material A\quad \quad \quad \quad \quad \quad \quad Material B
  \vspace{-3mm}
  \begin{figure}[!H] 
     \begin{center}
       \includegraphics[width=0.5\textwidth]{/home/jeremic/tex/works/Thesis/HexiangWang/Files_SMiRT_11Aug2017/pic/AF_yuan_point1_ax_time_series.pdf} 
       % \includegraphics[width=0.3\textwidth]{/home/jeremic/tex/works/Thesis/HexiangWang/Files_SMiRT_11Aug2017/pic/AF_me_point1_ax_time_series.pdf} 
       \includegraphics[width=0.5\textwidth]{/home/jeremic/tex/works/Thesis/HexiangWang/Files_SMiRT_11Aug2017/pic/bilinear_point1_ax_time_series.pdf} \\
       \includegraphics[width=0.5\textwidth]{/home/jeremic/tex/works/Thesis/HexiangWang/Files_SMiRT_11Aug2017/pic/AF_yuan_Point1_ax_fft.pdf} 
       % \includegraphics[width=0.3\textwidth]{/home/jeremic/tex/works/Thesis/HexiangWang/Files_SMiRT_11Aug2017/pic/AF_me_Point1_ax_fft.pdf} 
       \includegraphics[width=0.5\textwidth]{/home/jeremic/tex/works/Thesis/HexiangWang/Files_SMiRT_11Aug2017/pic/bilinear_Point1_ax_fft.pdf}  
    \end{center}
  \end{figure}
  \vspace{-0.3cm}
  % \begin{itemize}
  %  \item 
  % \end{itemize}
 \end{column}
 \hspace{-0.3cm}
 \begin{column}{0.3\textwidth}
 \vspace{-0.35cm}
  \begin{figure}[!H] 
     \begin{center}
       \includegraphics[width=\textwidth]{/home/jeremic/tex/works/Thesis/HexiangWang/Files_SMiRT_11Aug2017/pic/ha=30Mpa.png} \\
       \tiny \quad Material A: nonlinear, vM - AF\\
       \vspace{0.2cm}
       \includegraphics[width=\textwidth]{/home/jeremic/tex/works/Thesis/HexiangWang/Files_SMiRT_11Aug2017/pic/material_stress_strain_behavior.pdf} \\
       \tiny \quad Material B: Bilinear\\
    \end{center}
  \end{figure}
 \end{column}
 \end{columns}
\end{frame}

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%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
\begin{frame}
 \frametitle{SMR: Accelerations Along Depth}

 \vspace{-0.6cm}

 \begin{columns}[T]

 \hspace{-0.6cm}

 \begin{column}{1.1\textwidth}

  \begin{figure}[!H] 
     \begin{center}
       \includegraphics[width=0.5\textwidth]{/home/jeremic/tex/works/Thesis/HexiangWang/Files_SMiRT_11Aug2017/pic/free_field_acceleration_depth_variation.pdf}\hspace{-0.7cm}
       \includegraphics[width=0.5\textwidth]{/home/jeremic/tex/works/Thesis/HexiangWang/Files_SMiRT_11Aug2017/pic/free_field_a_depth_variation_AF.pdf} 
    \end{center}
  \end{figure}

  \vspace{-1.1cm}

  \begin{figure}[!H] 
     \begin{center}
       \includegraphics[width=0.5\textwidth]{/home/jeremic/tex/works/Thesis/HexiangWang/Files_SMiRT_11Aug2017/pic/SMR_acceleration_depth_variation_elastic.pdf}\hspace{-0.7cm}
       \includegraphics[width=0.5\textwidth]{/home/jeremic/tex/works/Thesis/HexiangWang/Files_SMiRT_11Aug2017/pic/SMR_acceleration_depth_variation.pdf}  
    \end{center}
  \end{figure}
 \end{column}


 \hspace{-0.7cm}
 \begin{column}{0.15\textwidth}
 \vspace{1.5cm}
 Nonlinear site effects\\
 \vspace{2.5cm}
 SSI effects
 \end{column}
 \end{columns}
\end{frame}

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

% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% \begin{frame}
%  \frametitle{SMR: Displacements Along Depth}
%  \vspace{-0.6cm}
%  \begin{columns}[T]
%  \hspace{-0.5cm}
%  \begin{column}{1.1\textwidth}
%   \begin{figure}[!H] 
%      \begin{center}
%        \includegraphics[width=0.5\textwidth]{/home/jeremic/tex/works/Thesis/HexiangWang/Files_SMiRT_11Aug2017/pic/free_field_displacement_depth_variation.pdf}\hspace{-0.7cm}
%        \includegraphics[width=0.5\textwidth]{/home/jeremic/tex/works/Thesis/HexiangWang/Files_SMiRT_11Aug2017/pic/free_field_AF_u_depth_variation.pdf} 
%     \end{center}
%   \end{figure}
%   \vspace{-1.1cm}
%   \begin{figure}[!H] 
%      \begin{center}
%        \includegraphics[width=0.5\textwidth]{/home/jeremic/tex/works/Thesis/HexiangWang/Files_SMiRT_11Aug2017/pic/SMR_displacement_depth_variation_elastic.pdf}\hspace{-0.7cm}
%        \includegraphics[width=0.5\textwidth]{/home/jeremic/tex/works/Thesis/HexiangWang/Files_SMiRT_11Aug2017/pic/SMR_displacement_depth_variation.pdf}  
%     \end{center}
%   \end{figure}
%  \end{column}
%  \hspace{-0.7cm}
%  \begin{column}{0.15\textwidth}
%  \vspace{1.5cm}
%  Nonlinear site effects\\
%  \vspace{2.5cm}
%  SSI effects
%  \end{column}
%  \end{columns}
% \end{frame}
% 
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% 


%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
\begin{frame}
 \frametitle{Depth variation - PGA \& PGD}
 \vspace{-0.9cm}
  \begin{figure}[!H] 
     \begin{center}
     \hspace*{-10mm}
       \includegraphics[width=0.6\textwidth]{/home/jeremic/tex/works/Thesis/HexiangWang/Files_SMiRT_11Aug2017/pic/depth_variation_peak_AH_annotation.pdf}
       \includegraphics[width=0.6\textwidth]{/home/jeremic/tex/works/Thesis/HexiangWang/Files_SMiRT_11Aug2017/pic/depth_variation_peak_UH_annotation.pdf}
     \hspace*{-5mm}
    \end{center}
  \end{figure}
  \vspace{-0.5cm}
  \begin{itemize}
   \item \scriptsize The PGA \& PGD of SSI systems are (very) different from free field motions,
   \item \scriptsize Material nonlinearity has significant effect on acceleration response.
%   \item \scriptsize Deconvolution methodology for analysis of embedded structure is inaccurate and even dangerous.    
  \end{itemize}
\end{frame}

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% 
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% \begin{frame}
%  \frametitle{Simulation video}
%  \centerline{\href{http://cml08.engr.ucdavis.edu/for_professor/SMR.mp4}{Elastic vs Inelastic-This is a link!!}}
%  \begin{figure}[!H] 
%     \begin{center}
%       \includegraphics[width=0.8\textwidth]{/home/jeremic/tex/works/Thesis/HexiangWang/Files_SMiRT_11Aug2017/pic/SMR_comparison.png}
%    \end{center}
%  \end{figure}
% \end{frame}
% 
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%



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\begin{frame}

\frametitle{Elastic and Inelastic Response: Differences}

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


% local
% local 
% local 
% local % \vspace*{-5mm}
% local \begin{center}
% local % \hspace*{-15mm}
% local \movie[label=show3,width=10cm,poster,autostart,showcontrols]
% local {\includegraphics[width=10cm]
% local {/home/jeremic/tex/works/Thesis/HexiangWang/Files_13June2017/SMiRT_SMR_hexiang.jpg}}
% local {/home/jeremic/tex/works/Thesis/HexiangWang/Files_13June2017/SMiRT_SMR_hexiang.mp4}
% local \end{center}
% local 
% local 
% local 



% online 
% online 
% online 
\begin{center}
\href{http://sokocalo.engr.ucdavis.edu/~jeremic/lecture_notes_online_material/_Chapter_Applications_ESSI_for_NPPs/SMR_animations_August2017/SMiRT_SMR_hexiang.mp4}
  {\includegraphics[width=90mm]{/home/jeremic/public_html/lecture_notes_online_material/_Chapter_Applications_ESSI_for_NPPs/SMR_animations_August2017/SMiRT_SMR_hexiang.jpg}}
\end{center}
% online 
% online 
% online  



\end{frame}

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\begin{frame}

\frametitle{Energy Dissipation for an SMR}

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

     

% local % local 
% local % local
% local % local 
% local % \vspace*{-5mm}
% local \begin{center}
% local % \hspace*{-15mm}
% local \movie[label=show3,width=10cm,poster,autostart,showcontrols]
% local {\includegraphics[width=10cm]
% local {/home/jeremic/tex/works/Conferences/2017/SMiRT_24/present/Nonlinear_Analysis_of_ESSI_for_SMR/SMR_Energy_Dissipation_screen_grab.jpg}}
% local {/home/jeremic/tex/works/Thesis/HanYang/Files_16Aug2017/SMR_Energy_Dissipation.mp4}
% local \end{center}
% local 
% local 
% local 


% online 
% online 
% online 
\begin{center}
\href{http://sokocalo.engr.ucdavis.edu/~jeremic/lecture_notes_online_material/_Chapter_Applications_ESSI_for_NPPs/Energy_Dissipation_Animations/SMR_Energy_Dissipation.mp4}
  {\includegraphics[width=90mm]{/home/jeremic/public_html/lecture_notes_online_material/_Chapter_Applications_ESSI_for_NPPs/Energy_Dissipation_Animations/SMR_Energy_Dissipation_screen_grab.jpg}}
\end{center}
% online 
% online 
% online  




\end{frame}

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\begin{frame}

\frametitle{Buoyant force simulation}

 \begin{figure}[!H] 
      \includegraphics[width=0.6\textwidth,left]{/home/jeremic/tex/works/Thesis/HexiangWang/Files_SMiRT_11Aug2017/pic/upU_element_type_annotation.pdf}
 \end{figure}

 \begin{tikzpicture}[remember picture,overlay]
    \node[anchor=south west,inner sep=0pt] at ($(current page.south west)+(7.5cm,2.5cm)$) {
      \includegraphics[width=0.4\textwidth]{/home/jeremic/tex/works/Thesis/HexiangWang/Files_SMiRT_11Aug2017/pic/bouyant_displacement.pdf}};
 \end{tikzpicture}
%  \vspace{-1.4cm}
%  \begin{itemize}
%   \item \scriptsize Upward structural displacement under buoyant force
%  \end{itemize}
\end{frame}



% 


% - 
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\section{Summary}

\subsection*{Summary}



%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
\begin{frame}
  \frametitle{US-DOE: ESSI Modeling of NPPs/SMRs}

%OVDE
  \begin{itemize}

    \item[]  The Real ESSI Simulator System  (UCD/LBNL)
%    (inelastic, deterministic and probabilistic, time domain, 3D FEM)
%     \href{http://real-essi.us}{http://real-essi.us} 
    
%    \vspace*{2mm}
    \item[]  Modeling from seismic source to NPP (LLNL/UCD/LBNL)

%    \vspace*{2mm}
    \item[] High Quality Validation test (UNR/UCD/LBNL)


   
\vspace*{-2mm}
\begin{figure}[!hbpt]
\begin{center}
%
\hspace*{-7mm}
\includegraphics[width=8.2truecm]{/home/jeremic/tex/works/Conferences/2017/CNWG_INL_16-18_May_2017/Presentation/DOE_project_UNR_test_01.jpg}
\end{center}
\end{figure}



\end{itemize}


\end{frame}




%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
\begin{frame}
  \frametitle{Summary}

  \begin{itemize}


%
%    \item   Importance   of   using  proper  models  correctly  (verification,
%    validation, level of sophistication)
%    

%\vspace*{1mm}
    \item Importance of inelastic modeling (soil, contact, structure) for SMR behavior 

%\vspace*{1mm}
    \item Importance of  seismic wave fields (3D/6D, 3$\times$1D, 1D) for SMR behavior

    \item  Numerical  modeling  and  simulation  used  to predict and inform and
    rather than to (force) fit

    
%\vspace*{1mm}
    \item    Real    ESSI    Simulator    system
    \href{http://real-essi.info}{http://real-essi.info}



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



%\vspace*{1mm}
    \item           More    on    modeling  and  simulation  for  SMRs  at  the:
    Nonlinear/Inelastic  Earthquake  Soil  Structure  Interaction  (ESSI)  short
    course,     this     fall     in     San    Francisco,    more    info    at
    \href{http://real-essi.info}{http://real-essi.info}

      

\end{itemize}



\end{frame}
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\end{document}

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