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

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

\usepackage{epstopdf}

% \definecolor{grey}{rgb}{0.6,0.6,0.6}
\newcommand\pder[2][]{\ensuremath{\frac{\partial#1}{\partial#2}}}
\newcommand\der[2][]{\ensuremath{\frac{d#1}{d#2}}}
\newcommand\n{\vspace{0.1in}}


%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
% %*****************************************


\usepackage{multimedia}


%

% % 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
% %\newfont{\cyr}{wncyr10 scaled 1200}
% %\newfont{\cyrimena}{wncyb10 scaled 1800}
% %\newfont{\cyrnaslov}{wncyb10 scaled 2600}
% %\newfont{\cyrpodnaslov}{wncyr10 scaled 1400}

\newfont{\cyr}{wncyss10 scaled 1200}
\newfont{\cyrimena}{wncyss10 scaled 2000}
\newfont{\cyrnaslov}{wncyss10 scaled 2800}
\newfont{\cyrpodnaslov}{wncyss10 scaled 1400}
\newfont{\cyrssDvanaest}{wncyss10 scaled 1200 }
\newfont{\cyrssJedanaest}{wncyss10 scaled 1100 }

\newfont{\cyn}{wncyss10 scaled 2200}
%% JB sig
\newfont{\cyrjb}{wncyr10 scaled 600}
\newcommand{\JB}
{{\cyrjb \lower0.50ex\hbox{\uppercase{J}}\kern-.58em\hbox{\uppercase{B}}}}
%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%


\setbeamertemplate{navigation symbols}{}
\mode<presentation>
{
%  \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[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, 0.15, 0} % less intense green
\definecolor{webblue}{rgb}{0, 0, 0.15} % less intense blue
\definecolor{webred}{rgb}{0.15, 0, 0} % less intense red
%\usepackage[colorlinks=true,linkcolor=webblue,citecolor=webred,urlcolor=webgreen]{hyperref}

\usepackage{hyperref}
\hypersetup{
  pdfmenubar=true,
  pdftoolbar=true,
  pdfpagemode={None}
}
\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.






\title[Nonlinear ESSI]
        {Non-linear Soil-Structure Interaction: \\
        Benefits and Issues}


%\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}] % (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)
%{ Professor, University of California, Davis\\
{ Professor, UCD\\
  Faculty Scientist, LBNL \\
  Consulting Engineer, Davis, CA, USA }
%{ Professor, University of California, Davis, CA, USA\\
%  Faculty Scientist, Lawrence Berkeley National Laboratory, Berkeley, CA, USA \\
%  Consulting Engineer, Davis, CA, USA }
% - Use the \inst command only if there are several affiliations.
% - 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 SMiRT 23, Manchester, UK, \\
        August 2015}

\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}
% \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}

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

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

%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% 
% \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.



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


%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
\section{Introduction}



%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
\subsection{Introduction}


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

%\subsection*{Issues, Benefits and Detriments}
%\subsection*{Introduction}



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

\begin{itemize}



%\vspace*{0.3cm}
  \item    Seismic  response  of Nuclear Power Plants is controlled by the nonlinear
  dynamic interaction of three components:
    \begin{itemize}
 
      \item Earthquake

      \item Soil/Rock

      \item Structure

    \end{itemize}
    
  \item Nonlinear {E}arthquake  {S}oil  {S}tructure  {I}nteraction  ({ESSI})  in
  time and space, plays a decisive role in successes and failures




% 
% \vspace*{1mm}
%   \item Improve seismic design of soil structure systems
% 

%\vspace*{0.1cm}
\vspace*{1mm}
  \item   Follow  and direct the  flow  of  seismic energy and its dissipation in
  ESSI system to optimize for safety and economy



%\vspace*{0.1cm}
\vspace*{1mm}
%  \item  Development of  high  fidelity  numerical modeling and simulation tool
  \item  High  fidelity  numerical modeling and simulation 
  to analyze realistic ESSI behavior 
%  using
%  the {Real ESSI} Simulator
%   (
%   {\small aka}: {\cyrssDvanaest Stvarno  Lako},
% {\small aka}: {\cyrssDvanaest Vrlo Prosto},
% { Muy F{\'a}cil},
% {Molto  Facile},
% \raisebox{-1.2mm}{\includegraphics[height=5mm]{/home/jeremic/tex/works/lecture_notes_SOKOCALO/Figure-files/Real_ESSI_in_different_langauges/Real_ESSI_Chinese.jpeg}},
% \raisebox{-1.2mm}{\includegraphics[height=5mm]{/home/jeremic/tex/works/lecture_notes_SOKOCALO/Figure-files/Real_ESSI_in_different_langauges/Real_ESSI_Japanese.jpg}},
% {\greektext{Pragmatik'a E'ukolo}},
% \raisebox{-1.2mm}{\includegraphics[height=5mm]{/home/jeremic/tex/works/lecture_notes_SOKOCALO/Figure-files/Real_ESSI_in_different_langauges/Real_ESSI_Farsi.jpg}},
% {Tr{\`e}s Facile},
% {\cyrssDvanaest Vistinski Lesno},
% {Wirklich Einfach})
%
%\vspace*{1mm}
%     \item Goal is to predict and inform, not diagnose or fit.
%     \item Modeling and simulation goal is to predict and inform, not diagnose or fit


\end{itemize}
\end{frame}
%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%





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

%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
\begin{frame}
\frametitle{Realistic, Nonlinear ESSI Issues}



\begin{itemize}

  \item Nonlinear/inelastic behavior
    
    \begin{itemize}
      \item Nonlinear, inelastic soil/rock (saturated or dry) 
        \vspace*{0.5mm}                                       
      \item Nonlinear, inelastic contact   (saturated or dry) 
        \vspace*{0.5mm}
      \item Nonlinear, inelastic structures, systems and components
        \vspace*{0.5mm}
      \item Nonlinear buoyant forces
    \end{itemize}


\vspace*{1mm}
\item  Full 3D  (6D)  Earthquake  motions
  \begin{itemize}
    \item Body waves (P, SV, SH)
    \item Surface waves (Rayleigh, Love, \&c.)


  \end{itemize}

\vspace*{1mm}
\item Uncertain material and loads

\vspace*{1mm}
\item Verification and validation for accurate  numerical simulations

\end{itemize}

\end{frame}

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



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

\section{Issues, Benefits and Detriments}


%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
\subsection{Issues, Benefits and Detriments}


%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
\begin{frame}
\frametitle{Elastic-Plastic Soil, Dense/Loose, Volume Change}


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


   \item $G/G_{max}$ and damping date \\
         lacks volume change info

   \item Influences seismic motion 


 \end{itemize}

\vspace*{-22mm}
\begin{figure}  [!h]
\begin{flushright}
\includegraphics [width=5.5cm] {/home/jeremic/tex/works/Papers/2012/Bounding_Surface_Frictional_Model/Figures/res4.pdf}
\hspace*{-5mm}
\end{flushright}
% \caption{Comparison  between  experimental and simulated $G/G_{max}$
% and  damping  curves ($p_0$=100 kPa, T=2$\pi$ s, $\zeta$ = 0.003, $G_{max}$ = 4
% MPa, $\nu$=0.25, $M$=1.2, $k_d$=$\xi$=0, $h$=$G_{max}$/(15$p_0$), $m$=1)}
% \label{fig:res4}
\end{figure}


\vspace*{-10mm}
\begin{figure}[!h]
\begin{flushright}
  \includegraphics[width=6.4cm]{/home/jeremic/tex/works/Thesis/FedericoPisano/Pisano_model/Issue_of_dilatancy/Northridge1-4.pdf}
\hspace*{-6mm}
\end{flushright}
\end{figure}



\vspace*{-62mm}
\begin{figure}[!h]
\begin{flushleft}
%\hspace*{-1cm}
\hspace*{2mm}
  \includegraphics[width=3.9cm]{/home/jeremic/tex/works/Thesis/FedericoPisano/Pisano_model/Issue_of_dilatancy/sine1Hz-4.pdf}
%\hspace*{-0.3cm}
%  \includegraphics[width=4.3cm]{/home/jeremic/tex/works/Thesis/FedericoPisano/Pisano_model/Issue_of_dilatancy/sine1Hz_comp-4.pdf}
\\
%\hspace*{-0.3cm}
\vspace*{-5mm}
\hspace*{2mm}
  \includegraphics[width=3.9cm]{/home/jeremic/tex/works/Thesis/FedericoPisano/Pisano_model/Issue_of_dilatancy/sine1Hz_dil-4.pdf}
\end{flushleft}
\end{figure}


\end{frame}
% 


%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
\begin{frame}
\frametitle{Inelastic Contact, Base Slip and Gap}

\vspace*{-1.3cm}
\begin{figure}[!h]
\begin{center}
\includegraphics[width=1.80cm]{/home/jeremic/tex/works/Conferences/2011/NRC_LBNL_Review_Panel_Sept2011/2D_faul_slip_model_top_200m.pdf}
\hspace*{0.2cm}
\includegraphics[width=3.0cm]{/home/jeremic/tex/works/Thesis/NimaTafazzoli/FreeFieldInclinedMotionModels/FaultSlip_Ormsby/figs/surface_200m/middle_acceleration_x.pdf}
\hspace*{-0.5cm}
\includegraphics[width=3.0cm]{/home/jeremic/tex/works/Thesis/NimaTafazzoli/FreeFieldInclinedMotionModels/FaultSlip_Ormsby/figs/surface_200m/middle_acceleration_z.pdf}
\includegraphics[width=3.5cm]{/home/jeremic/tex/works/Conferences/2011/NRC_LBNL_Review_Panel_Feb2011/Case_study_model/visit0002.jpeg}
\end{center}
\end{figure}




\vspace*{-0.3cm}
\begin{figure}[!H]
\begin{center}
%\hline 
\includegraphics[width=2.0truecm]{/home/jeremic/tex/works/Thesis/NimaTafazzoli/SSI_Contact_Element_01_13/figs/91_97/top_structure_x_acceleration.pdf}
\hfill
\includegraphics[width=2.0truecm]{/home/jeremic/tex/works/Thesis/NimaTafazzoli/SSI_Contact_Element_01_13/figs/91_97/top_structure_z_acceleration.pdf}
\hfill
\includegraphics[width=2.0truecm]{/home/jeremic/tex/works/Thesis/NimaTafazzoli/SSI_Contact_Element_01_13/figs/91_97/bottom_structure_x_acceleration.pdf}
\hfill
\includegraphics[width=2.0truecm]{/home/jeremic/tex/works/Thesis/NimaTafazzoli/SSI_Contact_Element_01_13/figs/91_97/bottom_structure_z_acceleration.pdf}
\end{center}
\end{figure}
%
\vspace*{-0.6cm}
\hspace*{3mm}
{\tiny top X}   
\hspace*{23mm}
{\tiny top Z}   
\hspace*{23mm}
{\tiny bottom X}
\hspace*{23mm}
{\tiny bottom Z}



\vspace*{1mm}
\begin{tiny}
\begin{figure}[H]
\begin{flushleft}
%\hspace*{-1cm}
\begin{tabular}{cccc} 
%\hline 
{\tiny $4.5s$}
&
{\tiny $4.6s$}
&             
{\tiny $4.7s$}
&             
{\tiny $4.8s$}
\\            
\includegraphics[width=1.3truecm]{/home/jeremic/tex/works/Thesis/NimaTafazzoli/SSI_Contact_Element_01_13/figs/Gap_Slide_Magnitude_91_9pieces/slide450.pdf}
&
\includegraphics[width=1.3truecm]{/home/jeremic/tex/works/Thesis/NimaTafazzoli/SSI_Contact_Element_01_13/figs/Gap_Slide_Magnitude_91_9pieces/slide460.pdf}
&
\includegraphics[width=1.3truecm]{/home/jeremic/tex/works/Thesis/NimaTafazzoli/SSI_Contact_Element_01_13/figs/Gap_Slide_Magnitude_91_9pieces/slide470.pdf}
&
\includegraphics[width=1.3truecm]{/home/jeremic/tex/works/Thesis/NimaTafazzoli/SSI_Contact_Element_01_13/figs/Gap_Slide_Magnitude_91_9pieces/slide480.pdf}
\\
{\tiny $4.9s$}
&             
{\tiny $5.0s$}
&             
{\tiny $5.1s$}
&             
{\tiny $5.2s$}
\\            
\includegraphics[width=1.3truecm]{/home/jeremic/tex/works/Thesis/NimaTafazzoli/SSI_Contact_Element_01_13/figs/Gap_Slide_Magnitude_91_9pieces/slide490.pdf}
&
\includegraphics[width=1.3truecm]{/home/jeremic/tex/works/Thesis/NimaTafazzoli/SSI_Contact_Element_01_13/figs/Gap_Slide_Magnitude_91_9pieces/slide500.pdf}
&
\includegraphics[width=1.3truecm]{/home/jeremic/tex/works/Thesis/NimaTafazzoli/SSI_Contact_Element_01_13/figs/Gap_Slide_Magnitude_91_9pieces/slide510.pdf}
&
\includegraphics[width=1.3truecm]{/home/jeremic/tex/works/Thesis/NimaTafazzoli/SSI_Contact_Element_01_13/figs/Gap_Slide_Magnitude_91_9pieces/slide520.pdf}
%\\
%
%\hline
\end{tabular}
%\caption{Distribution of sliding along the contact interface for Ricker wave
%(gray scale given in meters)}
\label{fig:3d_ricker1000_slide_9}
\end{flushleft}
\end{figure}
\end{tiny}

\vspace*{-3cm}
\hspace*{-1cm}
\begin{figure}[!H]
\begin{flushright}
%\hspace*{-1cm}
\includegraphics[width=3cm]{/home/jeremic/tex/works/Thesis/NimaTafazzoli/SSI_Contact_Element_01_13/figs/energy_sliding_92/energy_time.pdf}
%\hspace*{-1cm}
\end{flushright}
\end{figure}



\end{frame}




%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
\begin{frame}
\frametitle{6D vs 1D: Real ESSI Response}


\vspace*{-2mm}
\begin{center}
\hspace*{-7mm}
\movie[label=show3,width=8.8cm,poster,autostart,showcontrols]
  {\includegraphics[width=88mm]{movie_2_npps_mp4_icon.jpeg}}
  {movie_2_npps.mp4}
\end{center}


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



 \end{frame}






%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
\begin{frame}
 \frametitle{Uncertain Material and Loads, Wave Propagation}

\vspace*{6mm}

\begin{itemize}

%    \vspace*{2mm}
    \item[]
%
%\begin{figure}[!hbpt]
%\begin{center}
%%
%\hspace*{-7mm}
\hspace*{-12mm}
\includegraphics[width=3.5truecm]{/home/jeremic/tex/works/Papers/2008/JGGE-GoverGmax/figures/YoungModulus_RawData_and_MeanTrend_01-Ed.pdf}
%% \hfill
\includegraphics[width=3.0truecm]{/home/jeremic/tex/works/Papers/2008/JGGE-GoverGmax/figures/YoungModulus_Histogram_Normal_01-Ed.pdf}
%%
%\end{center}
%\end{figure}



    \item Probabilistic Elasto-Plasticity 
%   \vspace*{3mm}
    \item Stochastic Elastic-Plastic FEM
    



\end{itemize}

\vspace*{-3.30cm}
\begin{figure}[!hbpt]
\begin{flushright}
\includegraphics[width=50mm]{/home/jeremic/tex/works/Papers/2007/ProbabilisticYielding/figures/vonMises_G_and_cu_very_uncertain/Contour_PDF-edited.pdf}
\hspace*{-8mm}
\end{flushright}
\end{figure}
%\hfill

\vspace*{-1.50cm}
\begin{figure}[!hbpt]
\begin{center}
\includegraphics[width=25mm]{/home/jeremic/tex/works/Conferences/2009/UNION-Univ-BGD/Present/Plots_with_Labels/EvolutionaryPDF_Actual-Edited.pdf}
%\hfill
\includegraphics[width=30mm]{/home/jeremic/tex/works/Conferences/2009/UNION-Univ-BGD/Present/Plots_with_Labels/PDFs_at6sec_Actual_vs_NoData-Edited.pdf}
%
\includegraphics[width=25mm]{/home/jeremic/tex/works/Conferences/2009/UNION-Univ-BGD/Present/Plots_with_Labels/CDFs_at6sec_Actual_vs_NoData-Edited.pdf}
%\hfill
\includegraphics[width=35mm]{/home/jeremic/tex/works/Conferences/2009/UNION-Univ-BGD/Present/NewPlots/with_legends_and_labels/Exceedance50cm_LomaPrieta-Edited_ps.pdf}
%\vspace*{-0.5cm}
\end{center}
\end{figure}


\end{frame}


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





%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
\begin{frame}
 \frametitle{Predictive Capabilities}
% \frametitle{High Fidelity Modeling of SFS System:
% Verification, Validation and Prediction}

\begin{itemize}


     \item  {{  Verification:} evidence  that  the  model is solved correctly}
%      Mathematics issue.  Well developed for the Real ESSI Simulator.

%\vspace*{1mm}
     \item  {{  Validation:} evidence  that  the  correct  model is solved}
%      Physics issue. Work in progress, a new US-DOE project. 
        
%\vspace*{1mm}
%   \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 Reduce  modeling uncertainty 

%\vspace*{1mm}
   \item Higher sophistication models (one or two levels) to demonstrate adequacy
   of modeling simplifications


%\vspace*{1mm}
   \item Sensitivity studies to demonstrate importance of parameters 



%\vspace*{1mm}
     \item Real ESSI Simulator goal: predict and inform, and not fit
%     \item Modeling and simulation goal is to predict and inform, not diagnose or fit

%\vspace*{1mm}
     \item  New  U.S.  DOE  project:  "A  Modern Computational Framework for the
     Nonlinear  Seismic  Analysis  of  Nuclear Facilities and Systems" that will
     further   enhance  the  Real  ESSI  Simulator  (develop  validation  tests,
     education, training, and distribution)


%
\end{itemize}


\end{frame}








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

\section{Summary}



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

\subsection{Summary}


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


\frametitle{Concluding Remarks}

  \begin{itemize}

%\vspace*{1mm}
  \item  Real ESSI modeling and simulation
%\vspace*{-1mm}
   \begin{itemize}
     \item nonlinear, inelastic behavior (deterministic  and probabilistic) 
     \item 3D (6D) ground motions (deterministic  and probabilistic)
   \end{itemize}

%\vspace*{1mm}
  \item Verification (not benchmarking) and validation for proper prediction


%\vspace*{1mm}
  \item Benefits of nonlinear, realistic ESSI
%\vspace*{-1mm}
    \begin{itemize}
      \item Seismic energy dissipation 
      \item Reduction of modeling uncertainty
    \end{itemize}

% 
% %\vspace*{1mm}
%      \item Goal is to {predict} and {inform}, not fit or diagnose
% 
%\vspace*{1mm}
  \item Education  of designers, regulators, owners, \&c. is essential!
  
  \item  Funding from and collaboration with the 
         US-NRC, 
         CNSC/CCSN,
         US-DOE, 
         US-NSF,   
         Shimizu Corp., and 
         AREVA NP GmbH
         is greatly appreciated,
  


%  
%   %\vspace*{4mm}
%     \item  Collaborators:
%   %  Dr.   McCallen  (UCOP and LBNL),
%   % Prof. Buckle (UNR),
%   %  Dr. Kammerer (UCB/PEER),
%   %  Dr.    Budnitz    (LBNL),
%   %  Prof. Kavvas (UCD),
%     Prof. Sett (UB),
%   %  Mr. Orbovi{\'c} (CNSC)
%     Prof. Pisan{\`o} (TU Delft),
%   %  Mr. Watanabe (Shimizu),
%   %  Mr. Vlaski (AREVA NP GmbH),
%     and
%     UCD students:
%     Mr. Abell,
%     Mr. Karapiperis,
%   %  Mr. Feng,
%     Mr. Sinha,
%   %  Mr. Luo

\end{itemize}

%
%  \vspace*{-5mm}
%  \begin{figure}[!hbpt]
%  \begin{center}
%  \includegraphics[width=2.20cm]{/home/jeremic/tex/works/Conferences/2014/DOE_Natural_Phenomena_Hazards_Germantown_MD-21-22Oct/present/Model01.jpeg}
%  \includegraphics[width=2.20cm]{/home/jeremic/tex/works/Conferences/2014/DOE_Natural_Phenomena_Hazards_Germantown_MD-21-22Oct/present/Model02.jpeg}
%  \includegraphics[width=2.20cm]{/home/jeremic/tex/works/Conferences/2014/DOE_Natural_Phenomena_Hazards_Germantown_MD-21-22Oct/present/Model03.jpeg}
%  \includegraphics[width=2.20cm]{/home/jeremic/tex/works/Conferences/2014/DOE_Natural_Phenomena_Hazards_Germantown_MD-21-22Oct/present/Model04.jpeg}
%  \includegraphics[width=2.20cm]{/home/jeremic/tex/works/Conferences/2011/NRC_LBNL_Review_Panel_Feb2011/Case_study_model/visit0002.jpeg}
%  \end{center}
%  \end{figure}
%  

\end{frame}
%




% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% \begin{frame}
%   \frametitle{Acknowledgement}
% 
%   \begin{itemize}
% 
% 
% 
% \vspace*{0.1cm}
%   \item  Funding from and collaboration with the 
%          US-NRC, 
%          US-DOE, 
%          US-NSF,   
%          CNSC,
%          Shimizu Corp., and 
%          AREVA NP GmbH
%          is greatly appreciated,
% 
% %\vspace*{4mm}
%   \item  Collaborators:
%   Dr.   McCallen  (UCOP and LBNL),
%   Prof. Buckle (UNR),
%   Dr. Kammerer (UCB/PEER),
%   Dr.    Budnitz    (LBNL),
%   Prof. Kavvas (UCD),
%   Prof. Sett (UB),
%   Mr. Orbovi{\'c} (CNSC)
%   Prof. Pisan{\`o} (TU Delft),
%   Mr. Watanabe (Shimizu),
%   Mr. Vlaski (AREVA NP GmbH),
%   and
%   UCD students:
%   Mr. Abell,
%   Mr. Karapiperis,
%   Mr. Feng,
%   Mr. Sinha,
%   Mr. Luo
% % 
% % 
% \end{itemize}
% 
% % \vspace*{-6mm}
% % \begin{figure}[!hbpt]
% % \begin{center}
% % \includegraphics[width=2.20cm]{/home/jeremic/tex/works/Conferences/2014/DOE_Natural_Phenomena_Hazards_Germantown_MD-21-22Oct/present/Model01.jpeg}
% % \includegraphics[width=2.20cm]{/home/jeremic/tex/works/Conferences/2014/DOE_Natural_Phenomena_Hazards_Germantown_MD-21-22Oct/present/Model02.jpeg}
% % \includegraphics[width=2.20cm]{/home/jeremic/tex/works/Conferences/2014/DOE_Natural_Phenomena_Hazards_Germantown_MD-21-22Oct/present/Model03.jpeg}
% % \includegraphics[width=2.20cm]{/home/jeremic/tex/works/Conferences/2014/DOE_Natural_Phenomena_Hazards_Germantown_MD-21-22Oct/present/Model04.jpeg}
% % \includegraphics[width=2.20cm]{/home/jeremic/tex/works/Conferences/2011/NRC_LBNL_Review_Panel_Feb2011/Case_study_model/visit0002.jpeg}
% % \end{center}
% % \end{figure}
% 
% 
% \end{frame}
% 
% 

% 
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% \begin{frame}
% \frametitle{High Fidelity Modeling and Simulation}
% 
% 
% Some soil-structure features of SMR are similar with LWRs
% 
% \begin{figure}[!hbpt]
% \begin{center}
% \hspace*{-0.5cm}
% \includegraphics[width=3.5cm]{/home/jeremic/tex/works/Conferences/2014/ASME_SMR_Symposium/present/SMR01_a.jpg}
% \includegraphics[width=3.5cm]{/home/jeremic/tex/works/Conferences/2014/ASME_SMR_Symposium/present/SMR02_a.jpg}
% \end{center}
% \end{figure}
% 
% \begin{figure}[!hb]
% \begin{center}
% \vspace*{-0.3cm}
% \includegraphics[width=3.5cm]{/home/jeremic/tex/works/consulting/2013/CNSC/ProgressReports/Progress_report_02_figs/single-NPP-FEM-model.jpg}
% \includegraphics[width=3.5cm]{/home/jeremic/tex/works/consulting/2013/CNSC/ProgressReports/Progress_report_02_figs/double-NPP-FEM-model.jpg}
% \end{center}
% \end{figure}
% %\vspace*{2.0cm}
% 
% %
% % 
% % \begin{itemize}
% %      \item 
% %      \item 
% %      \item 
% % \end{itemize}
% 
% \end{frame}
% 
% 
% 
%  %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% 
% \begin{frame}
% 
% 
% \frametitle{Inform Designers and Regulators}
% %\frametitle{Full PDFs of all DOFs (and {\huge $\sigma_{ij}$, $\epsilon_{ij}$}, \&c.)}
% %\frametitle{Full PDFs for Real Data Case}
% 
% 
% %\vspace*{-1.00cm}
% \begin{figure}[!hbpt]
% \begin{center}
% 
% 
% \includegraphics[width=2.10cm]{/home/jeremic/tex/works/Conferences/2014/DOE_Natural_Phenomena_Hazards_Germantown_MD-21-22Oct/present/Model01.jpeg}
% \includegraphics[width=2.10cm]{/home/jeremic/tex/works/Conferences/2014/DOE_Natural_Phenomena_Hazards_Germantown_MD-21-22Oct/present/Model02.jpeg}
% \includegraphics[width=2.10cm]{/home/jeremic/tex/works/Conferences/2014/DOE_Natural_Phenomena_Hazards_Germantown_MD-21-22Oct/present/Model03.jpeg}
% \includegraphics[width=2.10cm]{/home/jeremic/tex/works/Conferences/2014/DOE_Natural_Phenomena_Hazards_Germantown_MD-21-22Oct/present/Model04.jpeg}
% \includegraphics[width=2.1cm]{/home/jeremic/tex/works/Conferences/2011/NRC_LBNL_Review_Panel_Feb2011/Case_study_model/visit0002.jpeg}
% \\
% \vspace*{-3mm}
% \includegraphics[width=1.50cm]{/home/jeremic/tex/works/Conferences/2011/NRC_LBNL_Review_Panel_Sept2011/2D_faul_slip_model_top_200m.pdf}
% \includegraphics[width=1.8cm]{/home/jeremic/tex/works/Thesis/NimaTafazzoli/FreeFieldInclinedMotionModels/FaultSlip_Ormsby/figs/surface_200m/middle_acceleration_x.pdf}
% \includegraphics[width=1.8cm]{/home/jeremic/tex/works/Thesis/NimaTafazzoli/FreeFieldInclinedMotionModels/FaultSlip_Ormsby/figs/surface_200m/middle_acceleration_z.pdf}
% \includegraphics[width=1.3truecm]{/home/jeremic/tex/works/Thesis/NimaTafazzoli/SSI_Contact_Element_01_13/figs/91_97/top_structure_x_acceleration.pdf}
% \includegraphics[width=1.3truecm]{/home/jeremic/tex/works/Thesis/NimaTafazzoli/SSI_Contact_Element_01_13/figs/91_97/top_structure_z_acceleration.pdf}
% \includegraphics[width=1.3truecm]{/home/jeremic/tex/works/Thesis/NimaTafazzoli/SSI_Contact_Element_01_13/figs/91_97/top_structure_x_acceleration_FFT.pdf}
% \includegraphics[width=1.3truecm]{/home/jeremic/tex/works/Thesis/NimaTafazzoli/SSI_Contact_Element_01_13/figs/91_97/top_structure_z_acceleration_FFT.pdf}
% \\
% \includegraphics[width=2cm]{/home/jeremic/tex/works/Thesis/PanagiotaTasiopoulou/Thesis/GAJO.original/GAJO_Figures/comparison_large_solid.pdf}
% \includegraphics[width=2cm]{/home/jeremic/tex/works/Thesis/PanagiotaTasiopoulou/Thesis/GAJO.original/GAJO_Figures/comparison_large.pdf}
% \includegraphics[width=1.0cm]{/home/jeremic/tex/works/Papers/2008/Pile_in_liquefied_soil_upU/NewFiga/Snap_6_T002.eps}
% \includegraphics[width=1.0cm]{/home/jeremic/tex/works/Papers/2008/Pile_in_liquefied_soil_upU/NewFiga/Snap_6_T005.eps}
% \includegraphics[width=1.1cm]{/home/jeremic/tex/works/Papers/2008/Pile_in_liquefied_soil_upU/NewFiga/Snap_6_T010.eps}
% \includegraphics[width=1.15cm]{/home/jeremic/tex/works/Papers/2008/Pile_in_liquefied_soil_upU/NewFiga/Snap_6_T015.eps}
% \includegraphics[width=1.15cm]{/home/jeremic/tex/works/Papers/2008/Pile_in_liquefied_soil_upU/NewFiga/Snap_6_T020.eps}
% \includegraphics[width=1.15cm]{/home/jeremic/tex/works/Papers/2008/Pile_in_liquefied_soil_upU/NewFiga/Snap_6_T080.eps}
% \\
% \includegraphics[width=2.0cm]{/home/jeremic/tex/works/Papers/2007/ProbabilisticYielding/figures/vonMises_G_and_cu_very_uncertain/Contour_PDF-edited.pdf}
% %\hfill
% \includegraphics[width=2.0cm]{/home/jeremic/tex/works/Conferences/2009/UNION-Univ-BGD/Present/Plots_with_Labels/EvolutionaryPDF_Actual-Edited.pdf}
% %\hfill
% \includegraphics[width=2.50cm]{/home/jeremic/tex/works/Conferences/2009/UNION-Univ-BGD/Present/Plots_with_Labels/PDFs_at6sec_Actual_vs_NoData-Edited.pdf}
% %\hfill
% \includegraphics[width=2.10cm]{/home/jeremic/tex/works/Conferences/2009/UNION-Univ-BGD/Present/Plots_with_Labels/CDFs_at6sec_Actual_vs_NoData-Edited.pdf}
% %\hfill
% \includegraphics[width=3.0cm]{/home/jeremic/tex/works/Conferences/2009/UNION-Univ-BGD/Present/NewPlots/with_legends_and_labels/Exceedance50cm_LomaPrieta-Edited_ps.pdf}
% %\vspace*{-0.5cm}
% \end{center}
% \end{figure}
% 
% 
% \end{frame}
% 
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%




\end{document}

%
%



