\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[Advancement in ESSI Modeling and Simulation]
        {Advancement in \\
          Earthquake Soil  Structure Interaction (ESSI) \\
          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)
%{ Professor, University of California, Davis\\
{ University of California, Davis\\
%  and\\
%  Faculty Scientist, Lawrence Berkeley National Laboratory, Berkeley }
  Lawrence Berkeley National Laboratory, Berkeley }
% - 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 A University of California Pacific Rim Forum  \\ 
The Earthquake Resilience of Nuclear Facilities \\
Berkeley, CA. January 2017}

\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{Motivation}




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

\subsection*{Introduction}



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

\begin{itemize}



%\vspace*{0.3cm}
  \item Improve seismic design of soil structure systems


%\vspace*{1mm}
  \item  {E}arthquake  {S}oil  {S}tructure  {I}nteraction  ({ESSI})  in time and
  space, plays a decisive role in successes and failures



%\vspace*{0.1cm}
%\vspace*{1mm}
  \item  Accurate  following  and directing (!) the  flow  of  seismic energy in
  ESSI system to optimize for Safety and Economy
%    \begin{itemize}
%      \item Safety and
%      \item Economy
%    \end{itemize}


%\vspace*{0.1cm}
%\vspace*{1mm}
%  \item  Development of  high  fidelity  numerical modeling and simulation tool
  \item Verification and Validation for Numerical Predictions



%\vspace*{0.1cm}
%\vspace*{1mm}
%  \item  Development of  high  fidelity  numerical modeling and simulation tool
  \item Modeling and Parametric Uncertainties


%\vspace*{0.1cm}
%\vspace*{1mm}
%  \item  Development of  high  fidelity  numerical modeling and simulation tool
  \item  High  fidelity  numerical modeling and simulation tool
  to analyze realistic ESSI behavior: 
  The {\bf Real ESSI} Simulator

%\vspace*{1mm}
%  \item  Development of  high  fidelity  numerical modeling and simulation tool
  \item DOE Project with Dr. McCallen and Dr. Buckle



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



%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
\begin{frame}
 \frametitle{Modeling Uncertainty}

\vspace*{3mm}

Modeling simplifications (unrealistic?) for important features

  \begin{itemize}

      \item     Inelastic    material:    soil, \\
                rock, concrete,   steel; \\
                Contacts, dry,  saturated \\
                slip--gap; Nonlinear \\
                buoyant forces; \\
                Isolators, Dissipators

       \item    Seismic   Motions:  6D, \\
                inclined, body  and  \\
                surface waves        

  \end{itemize}

       
%local  %local 
%local  %local 
%local  %local    
%local  \vspace*{-52mm}
%local  \begin{center}
%local  \hspace*{48mm}
%local  \movie[label=show3,width=6.8cm,poster,autostart,showcontrols]
%local    {\includegraphics[width=57mm]{BJicon.png}}
%local    {movie_2_npps.mp4}
%local  \end{center}
%local  %local 
%local  %local 



%online %online
%online %online
%online
\vspace*{-52mm}
\begin{center}
\hspace*{48mm}
%\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}
  {\includegraphics[width=60mm]{movie_2_npps_mp4_icon.jpeg}}
\end{center}
%online %online
%online %online
%online %

%
\end{frame}





%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
\begin{frame}
 \frametitle{Parametric Uncertainty}


Uncertain loads and material (shown uncertain elastic stiffness)


\begin{figure}[!hbpt]
\begin{center}
%
\hspace*{-7mm}
\includegraphics[width=6.5truecm]{/home/jeremic/tex/works/Papers/2008/JGGE-GoverGmax/figures/YoungModulus_RawData_and_MeanTrend_01-Ed.pdf}
% \hfill
\includegraphics[width=5.0truecm]{/home/jeremic/tex/works/Papers/2008/JGGE-GoverGmax/figures/YoungModulus_Histogram_Normal_01-Ed.pdf}
%
\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:}  provides  evidence  that  the  model is solved
     correctly.} Mathematics issue.  Well developed (for the Real ESSI Simulator).

\vspace*{2mm}
     \item  {{  Validation:}  provides  evidence  that  the  correct  model is
     solved.} Physics issue. Work in progress, US-DOE project. 
        
\vspace*{2mm}
   \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*{2mm}
     \item Goal is to predict and inform, rather than fit!
%     \item Modeling and simulation goal is to predict and inform, not diagnose or fit

%
\end{itemize}


\end{frame}





% 
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% \begin{frame}
%  \frametitle{Validation Experiments}
% % \frametitle{High Fidelity Modeling of SFS System:
% % Verification, Validation and Prediction}
%    \begin{itemize}
%        
% 
%        \item Validation experiments:
% 
%        \begin{itemize}
% 
%        \item Model validation experiments
%        \item  Designed  and  executed  to  quantitatively estimate mathematical
%        model's ability to simulate well defined physical behavior
%        \item   Customer is the  simulation  tool (Real ESSI Simulator) (conceptual  model, 
%        computational model)
% %       \, computational solution)
% %        is the customer
%        \end{itemize}
% 
% 
% 
% \vspace*{3mm}
%        \item  Traditional Experiments are different:
%        (a)  improve    understanding    of    physics,  (b) improve  the 
%        mathematical models, (c) assess component performance
% 
% 
%      \end{itemize}
% 
% %
% % \begin{itemize}
% % 
% % 
% %      \item 
% % %
% % \end{itemize}
% % 
% 
% \end{frame}
% 


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



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









%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
\section{ESSI Modeling and Simulations}





 
%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
\subsection{Seismic Energy Flow Modeling}



%- 
%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
\begin{frame}
% \frametitle{Seismic Energy Dissipation for \underline{Soil}-Foundation-Structure Systems}
 \frametitle{Seismic Energy Input and Dissipation}
% \frametitle{Seismic Energy Dissipation for 
%             \underline{Soil}-Foundation-Structure Systems}


\begin{itemize}

\vspace*{1mm}
     \item Seismic energy input, through a closed boundary


\vspace*{2mm}
     \item Mechanical dissipation outside of SSI domain:
       \begin{itemize}
         \item reflected wave radiation
         \item SSI system oscillation radiation
       \end{itemize}


%\vspace*{1mm}
\vspace*{2mm}
     \item Mechanical dissipation/conversion inside SSI domain:
       \begin{itemize}
         \item plasticity of soil and rock 
         \item plasticity/damage of structure/foundation
         \item plasticity of contact (foundation -- soil) zone
         \item viscous coupling in soils and structure
%%         \item potential and kinetic energy
%         \item potential $\leftarrow \! \! \! \! \! \! \rightarrow$ kinetic energy
       \end{itemize}                           



%\vspace*{1mm}
%   \item Numerical energy dissipation (numerical damping/production and period  errors)
%   \item Numerical energy dissipation (damping/production)
\vspace*{2mm}
   \item Numerical energy dissipation/production


\end{itemize}

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


 
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% \begin{frame}
%  \frametitle{Energy Parameters}
% 
% \begin{itemize}
%  \item Kinetic Energy Density: 
%  \begin{equation}
%   d E_K({x},t) = \rho({x}) \, v_i({x}, t) \, d v_i({x}, t)
% \nonumber
%  \end{equation}
%  
%  \item Strain Energy Density: 
%  \begin{equation}
%   d E_S({x},t) = \sigma_{ij}({x},t) \, d \epsilon_{ij}({x}, t)
% \nonumber
%  \end{equation}
%  
%  \vspace*{1mm}
%  
%  \item Plastic Work Density: 
%  \begin{equation}
%   d W_P(x,t) = \sigma_{ij}(x,t) \, d \epsilon_{ij}^{pl}(x, t)
% \nonumber
%  \end{equation}
% \end{itemize}
% 
% 
% \end{frame}
% 
%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
\begin{frame}
 \frametitle{Material Energy Dissipation}

\begin{itemize}
 \item Free Energy
   \begin{itemize}
     \item Based on the second law of thermodynamics
     \item Decomposed into elastic and plastic components
   \end{itemize}
 
 \vspace*{2mm}

 \item Plastic Free Energy
   \begin{itemize}
     \item Particle rearrangement of granular/molecular assembly
     \item Related to material internal variables (back stress etc.)
%     \item Decomposed into isotropic and kinematic components
   \end{itemize}
% \begin{equation}
%  d\Psi_{pl}^{iso} = \frac{1}{\kappa_1} k \, dk; \quad d\Psi_{pl}^{kin} = \frac{1}{a_1} \alpha_{ij} \, d \alpha_{ij}
%\nonumber
% \end{equation}
 
 \vspace*{2mm}
 
 \item Energy Dissipation due to Plasticity
   \begin{itemize}
     \item Incremental dissipation should be nonnegative
   \end{itemize}
% \begin{equation}
%  d D_P = d W_P - d\Psi_{pl} = \sigma_{ij} \, d \epsilon^{pl}_{ij} - d\Psi_{pl} \ge 0
%\nonumber
% \end{equation}

\end{itemize}


\end{frame}

%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
\begin{frame}
 \frametitle{Energy Dissipation on Material Level}

\vspace*{2mm}
Single elasto-plastic element under cyclic shear loading

\begin{itemize}
\item Significant difference between plastic work and dissipation
\item Plastic work can decrease, however, dissipation always increases
\end{itemize}

\vspace*{-7mm}
\begin{figure}[!hbpt]
\begin{center}
\hspace*{-5mm}
\includegraphics[width=12.0truecm]{/home/jeremic/tex/works/Thesis/HanYang/Energy_for_DOE_panel/Nov_4/img/Dissipation_Material.png}
\end{center}
\end{figure}

\end{frame}

%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
\begin{frame}
 \frametitle{Evolution of Energy Dissipation}

\vspace*{2mm}
Short cantilever under shear/bending loading

\vspace*{-2mm}
\begin{figure}[!hbpt]
\begin{center}
%\hspace*{-7mm}
%\includegraphics[width=3.1truecm]{/home/jeremic/tex/works/Thesis/HanYang/Energy_for_DOE_panel/Nov_4/img/Rectangular_Block5.png}
%\includegraphics[width=3.1truecm]{/home/jeremic/tex/works/Thesis/HanYang/Energy_for_DOE_panel/Nov_4/img/Rectangular_Block6.png}
%\includegraphics[width=3.1truecm]{/home/jeremic/tex/works/Thesis/HanYang/Energy_for_DOE_panel/Nov_4/img/Rectangular_Block7.png}
%\includegraphics[width=3.1truecm]{/home/jeremic/tex/works/Thesis/HanYang/Energy_for_DOE_panel/Nov_4/img/Rectangular_Block8.png}
%\\
%\hspace*{-7mm}
%\includegraphics[width=3.1truecm]{/home/jeremic/tex/works/Thesis/HanYang/Energy_for_DOE_panel/Nov_4/img/Rectangular_Block1.png}
\hspace*{-5mm}
\includegraphics[width=4.5truecm]{/home/jeremic/tex/works/Thesis/HanYang/Energy_for_DOE_panel/Nov_4/img/Rectangular_Block2.png}
\hspace*{-5mm}
\includegraphics[width=4.5truecm]{/home/jeremic/tex/works/Thesis/HanYang/Energy_for_DOE_panel/Nov_4/img/Rectangular_Block3.png}
\hspace*{-5mm}
\includegraphics[width=4.5truecm]{/home/jeremic/tex/works/Thesis/HanYang/Energy_for_DOE_panel/Nov_4/img/Rectangular_Block4.png}
\hspace*{-5mm}
\end{center}
\end{figure}


\end{frame}

% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% \begin{frame}
%  \frametitle{Evolution of Energy Dissipation in FEM Model}
% 
% \vspace*{2mm}
% Irregular-shaped block model under monotonic shear loading
% 
% 
% \vspace*{-7mm}
% \begin{figure}[!hbpt]
% \begin{center}
% \hspace*{-7mm}
% \includegraphics[width=3.1truecm]{/home/jeremic/tex/works/Thesis/HanYang/Energy_for_DOE_panel/Nov_4/img/Cornered_Block5.png}
% \includegraphics[width=3.1truecm]{/home/jeremic/tex/works/Thesis/HanYang/Energy_for_DOE_panel/Nov_4/img/Cornered_Block6.png}
% \includegraphics[width=3.1truecm]{/home/jeremic/tex/works/Thesis/HanYang/Energy_for_DOE_panel/Nov_4/img/Cornered_Block7.png}
% \includegraphics[width=3.1truecm]{/home/jeremic/tex/works/Thesis/HanYang/Energy_for_DOE_panel/Nov_4/img/Cornered_Block8.png}
% \\
% \hspace*{-7mm}
% \includegraphics[width=3.1truecm]{/home/jeremic/tex/works/Thesis/HanYang/Energy_for_DOE_panel/Nov_4/img/Cornered_Block1.png}
% \includegraphics[width=3.1truecm]{/home/jeremic/tex/works/Thesis/HanYang/Energy_for_DOE_panel/Nov_4/img/Cornered_Block2.png}
% \includegraphics[width=3.1truecm]{/home/jeremic/tex/works/Thesis/HanYang/Energy_for_DOE_panel/Nov_4/img/Cornered_Block3.png}
% \includegraphics[width=3.1truecm]{/home/jeremic/tex/works/Thesis/HanYang/Energy_for_DOE_panel/Nov_4/img/Cornered_Block4.png}
% \end{center}
% \end{figure}
% 
% \end{frame}
% 
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
\begin{frame}
 \frametitle{Energy Dissipation in Contact Zone}

\vspace*{2mm}
Elasto-plastic brick elements coupled with contact elements.

%\begin{itemize}
%\item More than 20\% of energy dissipated in contact elements
%\end{itemize}

\begin{figure}[!hbpt]
\begin{center}
\vspace*{-5mm}
\hspace*{-7mm}
\includegraphics[width=4truecm]{/home/jeremic/tex/works/Thesis/HanYang/Energy_for_DOE_panel/Nov_4/img/DEMO_Dissipation1.png}
\includegraphics[width=4truecm]{/home/jeremic/tex/works/Thesis/HanYang/Energy_for_DOE_panel/Nov_4/img/DEMO_Dissipation2.png}
\includegraphics[width=4truecm]{/home/jeremic/tex/works/Thesis/HanYang/Energy_for_DOE_panel/Nov_4/img/DEMO_Dissipation3.png}
\\
\hspace*{-7mm}
\includegraphics[width=4truecm]{/home/jeremic/tex/works/Thesis/HanYang/Energy_for_DOE_panel/Nov_4/img/DEMO_Dissipation4.png}
\includegraphics[width=4truecm]{/home/jeremic/tex/works/Thesis/HanYang/Energy_for_DOE_panel/Nov_4/img/DEMO_Dissipation5.png}
\includegraphics[width=4truecm]{/home/jeremic/tex/works/Thesis/HanYang/Energy_for_DOE_panel/Nov_4/img/DEMO_Dissipation6.png}
\end{center}
\end{figure}

\end{frame}









 


%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
\begin{frame}
 \frametitle{Seismic Energy  Dissipation  under  an NPP}


% local % local  
% local % local  
% local % local  
% local %\vspace*{-2mm}
% local \begin{center}
% local %\hspace*{-7mm}
% local \movie[label=show3,width=7.9cm,poster,autostart,showcontrols]
% local   {\includegraphics[width=69mm]{BJicon.png}}
% local   {energy_full3d.mp4}
% local \end{center}
% local % local  
% local % local  


%online
%online
%online
\begin{center}
%\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_03Mar2016/energy_full3d.mp4}
  {\includegraphics[width=78mm]{/home/jeremic/tex/works/Conferences/2016/CNSC_Ottawa_meeting_Feb2016/Present/Energy_dissipation_snapshot_full3D.jpeg}}
  \\
  {\tiny (animations above)}
\end{center}
%online %





\end{frame}
%- 






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






















%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
\subsection{Validation Test Box/Cylinder}



   


%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
\begin{frame}
  \frametitle{UNR Experimental Setup Modeling}


    \begin{itemize}

\vspace*{1mm}
      \item Detailed models  of UNR test setup

\vspace*{1mm}
      \item  Different levels  of modeling sophistication
%       to reduce modeling uncertainty

%
%\vspace*{1mm}
%      \item  Three models, progressively more sophisticated
%      

    \end{itemize}


\vspace*{-2mm}
\begin{figure}[!htbp]
%\begin{center}
\includegraphics[width=3truecm]{/home/jeremic/tex/works/Thesis/SumeetKumarSinha/UNR_model_Feb2016/LargeModel02.jpeg}
\includegraphics[width=4truecm]{/home/jeremic/tex/works/Thesis/SumeetKumarSinha/UNR_model_Feb2016/Connection.png}
\includegraphics[width=5truecm]{/home/jeremic/tex/works/Thesis/SumeetKumarSinha/UNR_model_Feb2016/Containment-Structure.png}
%\hspace*{-5mm}
% %\includegraphics[width=3truecm]{/home/jeremic/tex/works/Conferences/2016/DOE_Washington_DC_meet_12Maj2016/present/ShearBox.png}
% \hspace*{10mm}
% %\hfill
% \includegraphics[width=3.5truecm]{/home/jeremic/tex/works/Conferences/2016/DOE_Washington_DC_meet_12Maj2016/present/LargeModel01.jpeg}
%\end{center}
\end{figure}


% 
% \vspace*{-2mm}
% \begin{figure}[!htbp]
% %\begin{center}
% \includegraphics[width=4truecm]{/home/jeremic/tex/works/Conferences/2016/DOE_Washington_DC_meet_12Maj2016/present/SmallModel01.jpeg}
% %\hspace*{-5mm}
% %\includegraphics[width=3truecm]{/home/jeremic/tex/works/Conferences/2016/DOE_Washington_DC_meet_12Maj2016/present/ShearBox.png}
% \hspace*{10mm}
% %\hfill
% \includegraphics[width=3.5truecm]{/home/jeremic/tex/works/Conferences/2016/DOE_Washington_DC_meet_12Maj2016/present/LargeModel01.jpeg}
% %\end{center}
% \end{figure}

\end{frame}

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


%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
\begin{frame}
  \frametitle{UNR Experimental Setup, Model}


    \begin{itemize}

%\vspace*{1mm}
%      \item Physically equivalent, however wall is simplified

\vspace*{1mm}
      \item Gain better understanding of behavior

\vspace*{1mm}
      \item Guide design 

\vspace*{1mm}
      \item Validation experiments


    \end{itemize}


% local % local
% local % local
% local % local
% local % local
% local %\vspace*{-2mm}
% local \begin{center}
% local \hspace*{-15mm}
% local \movie[label=show3,width=4.0cm,poster,autostart,showcontrols]
% local   {\includegraphics[width=40mm]{pushover_release.jpeg}}{pushover_release.mp4}
% local \movie[label=show3,width=4.0cm,poster,autostart,showcontrols]
% local   {\includegraphics[width=40mm]{TP=0_1.jpeg}}{TP=0_1.mp4}
% local \movie[label=show3,width=4.0cm,poster,autostart,showcontrols]
% local   {\includegraphics[width=40mm]{TP=0_02.jpeg}}{TP=0_02.mp4}
% local \hspace*{-15mm}
% local \end{center}
% local % local 

 
% online % online 
% online % online 
% online % online 
\begin{center}
\href{http://sokocalo.engr.ucdavis.edu/~jeremic/lecture_notes_online_material/_Chapter_Applications_Earthquake_Soil_Structure_Interaction_General_Aspects/UNR_cylinder/pushover_release.mp4}
  {\includegraphics[width=35mm]{pushover_release.jpeg}}
\href{http://sokocalo.engr.ucdavis.edu/~jeremic/lecture_notes_online_material/_Chapter_Applications_Earthquake_Soil_Structure_Interaction_General_Aspects/UNR_cylinder/Tp=0.1.mp4}
  {\includegraphics[width=35mm]{TP=0_1.jpeg}}
\href{http://sokocalo.engr.ucdavis.edu/~jeremic/lecture_notes_online_material/_Chapter_Applications_Earthquake_Soil_Structure_Interaction_General_Aspects/UNR_cylinder/Tp=0.02.mp4}
  {\includegraphics[width=35mm]{TP=0_02.jpeg}}
\end{center}
% online % online 
% online 
% online 




\end{frame}

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



   
% %% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% %\begin{frame}
% %  \frametitle{UNR Experiments, Design and Validation}
% %
% %
% %    \begin{itemize}
% %
% %% \vspace*{1mm}
% %      \item Detailed, parametric  analysis \\
% %            for the  effects of
% %
% %        \begin{itemize}
% %
% %%          \vspace*{1mm}
% %          \item Wall friction
% %
% %%          \vspace*{1mm}
% %          \item Soil inelastic response
% %
% %%          \vspace*{1mm}
% %          \item Cylinder rocking modes
% %
% %%          \vspace*{1mm}
% %          \item Cylinder wobbling modes
% %
% %        \end{itemize}
% %
% %
% %%      \vspace*{1mm}
% %      \item Models for validation of a free \\
% %            field response
% %
% %%      \vspace*{1mm}
% %      \item Models for validation of SSI with \\
% %            attention to contact
% %
% %%      \vspace*{1mm}
% %      \item Models for high frequency wave \\
% %            tomography
% %
% %    \end{itemize}
% %
% %
% %\vspace*{-60mm}
% %\begin{figure}[!htbp]
% %\begin{flushright}
% %%\begin{center}
% %\includegraphics[width=4truecm]{/home/jeremic/tex/works/Reports/2016/UNR_cylinder_sym_results/Document/Figure-files/reaction_soil_wall/10_all.jpg}
% %\\
% %%\hspace*{5mm}
% %\includegraphics[width=4truecm]{/home/jeremic/tex/works/Reports/2016/UNR_cylinder_sym_results/Document/Figure-files/reaction_soil_wall/3500_all.jpg}
% %%\hfill
% %%\includegraphics[width=4truecm]{/home/jeremic/tex/works/Reports/2016/UNR_cylinder_sym_results/Document/Figure-files/reaction_soil_wall/10000_all.jpg}
% %\end{flushright}
% %\end{figure}
% %
% %
% %
% %
% %\end{frame}
% %
%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%



   
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% \begin{frame}
%   \frametitle{UNR Setup Analysis, Eigen Modes}
% 
% 
% 
% \begin{figure}[!htbp]
% \begin{center}
% %\begin{center}
% \hspace*{-5mm}
% \includegraphics[width=3.5truecm]{/home/jeremic/tex/works/Thesis/YuanFeng/UNR_box_wall_eigen/eigenMode_ShearBox/Figure-files/isometric_view/isometric_view1.jpg}
% \hspace*{-5mm}
% \includegraphics[width=3.5truecm]{/home/jeremic/tex/works/Thesis/YuanFeng/UNR_box_wall_eigen/eigenMode_ShearBox/Figure-files/isometric_view/isometric_view2.jpg}
% \hspace*{-5mm}
% \includegraphics[width=3.5truecm]{/home/jeremic/tex/works/Thesis/YuanFeng/UNR_box_wall_eigen/eigenMode_ShearBox/Figure-files/isometric_view/isometric_view3.jpg}
% \hspace*{-5mm}
% \end{center}
% \end{figure}
% 
% 
% \vspace*{-5mm}
% \begin{figure}[!htbp]
% \begin{center}
% %\begin{center}
% \hspace*{-5mm}
% \includegraphics[width=3.5truecm]{/home/jeremic/tex/works/Thesis/YuanFeng/UNR_box_wall_eigen/eigenMode_empty_box_/Figure-files/isometric_view/isometric_view1.jpg}
% \hspace*{-5mm}
% \includegraphics[width=3.5truecm]{/home/jeremic/tex/works/Thesis/YuanFeng/UNR_box_wall_eigen/eigenMode_empty_box_/Figure-files/isometric_view/isometric_view2.jpg}
% \hspace*{-5mm}
% \includegraphics[width=3.5truecm]{/home/jeremic/tex/works/Thesis/YuanFeng/UNR_box_wall_eigen/eigenMode_empty_box_/Figure-files/isometric_view/isometric_view3.jpg}
% \hspace*{-5mm}
% \end{center}
% \end{figure}
% 
% 
% 
% \end{frame}
% 
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% 
% 
% 
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% \begin{frame}
%   \frametitle{UNR Setup Analysis, Static Pushover}
% 
% 
% 
% \begin{figure}[!htbp]
% \begin{center}
% %\begin{center}
% \hspace*{-7mm}
% \includegraphics[width=4.5truecm]{/home/jeremic/tex/works/Thesis/YuanFeng/UNR_box_pushover/pushover_displacements.jpeg}
% \hspace*{-7mm}
% \includegraphics[width=4.5truecm]{/home/jeremic/tex/works/Thesis/YuanFeng/UNR_box_pushover/pushover_confining_stress.jpeg}
% \hspace*{-7mm}                  
% \includegraphics[width=4.5truecm]{/home/jeremic/tex/works/Thesis/YuanFeng/UNR_box_pushover/pushover_deviatoric_stress.jpeg}
% \hspace*{-7mm}
% \end{center}
% \end{figure}
% 
% Ux, p, q
% 
% 
% \end{frame}
% 
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% 







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

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



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

\section{Summary}




%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
\subsection*{Summary}


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


    \begin{itemize}


       
      \vspace*{1mm}
      \item Modeling and Parametric uncertainties 

%      \vspace*{1mm}
%      \item Goal is to {predict} and {inform}, rather than fit or diagnose

      \vspace*{1mm}
      \item Change state of practice  (and research)


      \vspace*{1mm}
      \item  5 Year U.S. DOE Project
        \begin{itemize}

          \item        Development      of  advanced    computational  tools and
          validation test data for earthquake response of nuclear facilities
          
          \item      Enhance understanding of the expected levels of damage, and
          margins   against   failure,  for  critical  facilities  subjected  to
          earthquake ground motions


        \end{itemize}



      \vspace*{1mm}
      \item    Education  is  the  key  to successful use of realistic nonlinear
      Earthquake Soil Structure Interaction modeling and simulation
      


    \end{itemize}

\end{frame}





%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
\begin{frame}
  \frametitle{Acknowledgement}

  \begin{itemize}


%  \item  High fidelity
%  modeling and simulations for performance assessment of infrastructure systems


%\vspace*{1mm}
  \item    Collaboration  with  and    funding  from the US-DOE (current), IAEA,
  US-NRC,  US-NSF,  CNSC, LLNL, INL, AREVA NP GmbH, and Shimizu Corp. is greatly
  appreciated,

\vspace*{2mm}
  \item Collaborators:
  Mr. Feng, Mr. Lacour, Ms. Behbehani, Mr. Han, Mr, Sinha, Mr. Wang, Dr.  Abell,
  Mr. Watanabe, Mr. Chao, Dr. Tafazzoli, Dr. Sett,
%
  Dr. McCallen, Dr. Buckle, Dr. McKenna, Dr. Pisan{\`o},        
  

\end{itemize}


\end{frame}
%


\end{document}

%
%



