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

\usepackage{epstopdf}


% %% Jose Antonio Abell Mena provided this for DSL descriptions
% % (used in a file _Chapter_SoftwareHardware_Domain_Specific_Language_English.tex
% % This is added for listing FEI DSL
% %   since   he   customized   it,   it   needs   to   be   changed   (linked  to
% % /usr/share/texmf/tex/latex/misc)
% %\usepackage{myListings}
% \input{essi_listings_options.tex}

      
\usepackage{multimedia}

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

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


%% ovo je za cirilicu
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\newfont{\cyss}{wncyss10 scaled 1200 }
\newfont{\romjba}{cmss10 scaled 1000}
\newfont{\cyrjbnaslov}{wncyss10 scaled 1400 }



% % 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}
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% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%


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%  \usetheme{Marburg} % ima naslov i sadrzaj sa desne strane
%  \usetheme{Hannover} % ima naslov i sadrzaj sa leve strane
%  \usetheme{Singapore} % ima sadrzaj i tackice gore
%  \usetheme{Antibes}  % ima sadrzaj gore i kao graf ...
%  \usetheme{Berkeley} % ima sadrzaj desno
%  \usetheme{Berlin} % ima sadrzaj gore i tackice
%  \usetheme{Goettingen} % ima sadrzxaj za desne strane
%  \usetheme{Montpellier} % ima graf sadrzaj gore
%  \usetheme{Warsaw}
%  \usetheme{Warsaw}
  \usetheme{Dresden}
    \usecolortheme[RGB={20,0,128}]{structure}

% or ...

  \setbeamercovered{transparent}


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

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


\usepackage[greek,english]{babel}



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

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


\usepackage{array}



%%%%  HYPERREF  HYPERREF  HYPERREF  HYPERREF  HYPERREF
%%%%  HYPERREF  HYPERREF  HYPERREF  HYPERREF  HYPERREF
\definecolor{webgreen}{rgb}{0, 0.15, 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}
             colorlinks=true,
             linkcolor=webblue,
             citecolor=webblue,
             urlcolor=webblue,
}
% \usepackage[pdfauthor={Boris Jeremic},
%             colorlinks=true,
%             linkcolor=webblue,
%             citecolor=webblue,
%             urlcolor=webblue,
%             linktocpage,
%             pdftex]{hyperref}


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

\usepackage[latin1]{inputenc}
% or whatever
\usepackage{times}
\usepackage[T1]{fontenc}
% Or whatever. Note that the encoding and the font should match. If T1
% does not look nice, try deleting the line with the fontenc.



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


\title[MS ESSI]
        {MS-ESSI for Professional Practice, \\
        Core Functionality}


%\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=0.20cm]{UCD-logo}{/home/jeremic/BG/amblemi/UCD/UCD_white_01}
 \pgfdeclareimage[height=0.20cm]{LBNL-logo}{/home/jeremic/BG/amblemi/LBNL/LBNL_white_01}
% \pgfdeclareimage[height=0.15cm]{ESSI-C-logo}{/home/jeremic/BG/amblemi/ESSI/ESSI_Consultants_gray_02}
 \pgfdeclareimage[height=0.20cm]{ESSI-C-logo}{/home/jeremic/BG/amblemi/ESSI/ESSI-C_white_01}



\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{UCD-logo}\hspace*{0.15truecm}\pgfuseimage{LBNL-logo}\hspace*{0.15truecm}\pgfuseimage{ESSI-C-logo}] % (optional, but mostly needed)
%\institute[\pgfuseimage{UCD-logo}\mbox{;}\pgfuseimage{LBNL-logo}\mbox{;}\pgfuseimage{ESSI-C-logo}] % (optional, but mostly needed)
%{ Professor, University of California, Davis\\
{ University of California, Davis, CA\\
%  and\\
%  Faculty Scientist, Lawrence Berkeley National Laboratory, Berkeley }
  Lawrence Berkeley National Laboratory, Berkeley, CA\\
  ESSI Consultants, Davis, CA}
% - Use the \inst command only if there are several affiliations.
% - Keep it simple, no one is interested in your street address.



\date[] % (optional, should be abbreviation of conference name)
{\small ENSI\\
        Brugg, Switzerland\\
        May 2018}

\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}{3}
 \AtBeginSubsection[]
% \AtBeginSection[]
 {
   \begin{scriptsize}
   \begin{frame}<beamer>
     \frametitle{Outline}
     \tableofcontents[currentsection,currentsubsection]
%    \tableofcontents[currentsection]
   \end{frame}
   \end{scriptsize}
 }


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





\begin{document}

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

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\begin{frame}
  \frametitle{Outline}

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

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

% Structuring a talk is a difficult task and the following structure
% may not be suitable. Here are some rules that apply for this
% solution:

% - Exactly two or three sections (other than the summary).
% - At *most* three subsections per section.
% - Talk about 30s to 2min per frame. So there should be between about
%   15 and 30 frames, all told.

% - A conference audience is likely to know very little of what you
%   are going to talk about. So *simplify*!
% - In a 20min talk, getting the main ideas across is hard
%   enough. Leave out details, even if it means being less precise than
%   you think necessary.
% - If you omit details that are vital to the proof/implementation,
%   just say so once. Everybody will be happy with that.



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




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\subsection*{Motivation}



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


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

\begin{itemize}



\vspace*{2mm}
  \item[]    Improve    seismic   modeling  and  simulation  for  infrastructure
  objects, focus on nuclear installations
 

%\vspace*{0.3cm}
\vspace*{2mm}
  \item[]  Quality control of the modeling and simulation tool

%\vspace*{0.3cm}
\vspace*{2mm}
  \item[]  Quality assurance for the modeling and simulation tool



%\vspace*{0.3cm}
\vspace*{2mm}
  \item[] Hierarchy of modeling capabilities, 
  
     \begin{itemize}

\vspace*{1mm}
        \item Linear elastic models, elastic constants, viscous damping

\vspace*{1mm}
        \item    Nonlinear  models,  core  functionality,  does not require much
        material data however, sensitivity study is advised
  
\vspace*{1mm}
        \item High sophistication  nonlinear models, require material data


     \end{itemize}



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

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

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

\begin{itemize}



% \vspace*{3mm}
  \item[] Usable models for professional practice


\vspace*{3mm}
 \item[]  Core  functionality  needed  for  nonlinear  modeling  in professional
 practice
% 


\vspace*{3mm}
  \item[]  Use of prescribed (low?, high?) fidelity numerical models  to analyze
  seismic behavior of soil structure systems


\vspace*{3mm}
  \item[]  Investigate  sensitivity  of  response  to model sophistication

\vspace*{3mm}
  \item[]  Investigate  sensitivity  or  response  to model parameters

% 
% \vspace*{1mm}
%   \item[]  Accurately   follow  the  flow   of  seismic  energy  in  a
%   soil structure system
% 
% \vspace*{1mm}
%   \item[]   The  goal is to create methodology and numerical tool that is used to 
%   predict and inform and not to fit
% 
% 
% 
% %\vspace*{1mm}
% %  \item[]   Directing,   in   space   and   time,   seismic  energy  flow  in  the
% %  soil structure system
% 


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





% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% \begin{frame}
%  \frametitle{Motivation, Practice}
% 
% \begin{itemize}
% 
% 
% % 
% %\vspace*{2mm}
%   \item[]  Accurately   follow  the  flow   of  seismic  energy  in  a
%   soil structure system
% 
% 
% 
% \vspace*{3mm}
%   \item[]   The  goal is to create methodology and numerical tool that is used to 
%   predict and inform and not to fit
% 
% 
% \vspace*{3mm}
%   \item[]   Directing,   in   space   and   time,   seismic  energy  flow  in  the
%   soil structure system
% 
% 
% 
% 
% 
% 
% \end{itemize}
% \end{frame}
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% 
% 


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





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%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
\section{Core Functionality}



%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
\subsection{Modeling Core Functionality}

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

\begin{frame}
  \frametitle{Structure}

\vspace*{2mm}

\begin{itemize}

   \item Truss

   \item Beam

   \item Shell


   \item Super-Element

\end{itemize}


\end{frame}


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

\begin{frame}
  \frametitle{Soil}

\vspace*{2mm}

\begin{itemize}

   \item Linear elastic

   \item $G/G_{max}$

   \item Super-Element


\end{itemize}


\end{frame}


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

\begin{frame}
  \frametitle{Contact}

\vspace*{2mm}

\begin{itemize}

   \item Bonded

   \item Frictional

   \item Gap open, close

\end{itemize}


\end{frame}

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

\begin{frame}
  \frametitle{Loads}

%\vspace*{2mm}

\begin{itemize}


   \item  Static loads, self weight, etc.

   \item  Dynamic loads, earthquake, 1C or 3$\times$1C 

      \begin{itemize}
         \item deconvolution from surface
         \item convolution from depth, rock
      \end{itemize}

   \item  Aftershock,  restart  option,  can  stack simulations, and branch into
   loading cases



\end{itemize}


\end{frame}



%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
\subsection{Simulation  Core Functionality}

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

\begin{frame}
  \frametitle{Simulation Options}

\vspace*{2mm}

\begin{itemize}

  \item Explicit simulation without equilibrium check or enforcement

  \item Implicit simulation with equilibrium check and enforcement

    \begin{itemize}
    
       \item relative and/or absolute tolerances for force or displacement increment

       \item constitutive and global FEM level iterations


    \end{itemize}



    \item Newmark for time advancement


\end{itemize}


\end{frame}






%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
\subsection{Use of MS-ESSI on AWS or Local Computers} 
  





%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
\section{Structural Modeling}

    
\subsection{Alcali Silica Reacted Concrete Model}

%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
\begin{frame}
 
 \frametitle{Model Dimensions and Rebar Plan}


 \begin{columns}[T] % align columns
  \begin{column}{.4\textwidth}
   \vspace*{3mm}
   Heavily reinforced top and bottom slabs\\
   \vspace*{3mm}
   Heavily(?) reinforced left and right flanges\\
   \vspace*{3mm}
   Lightly reinforced web with unconfined concrete
  \end{column}%

  \begin{column}{.6\textwidth}
   \vspace*{-7mm}
   \begin{figure}[!h]
    \begin{center}
     \includegraphics[width=7truecm]{/home/jeremic/tex/works/Thesis/HanYang/Shear_Wall_Presentation_26Apr2018/Presentation/Figures/Rebar_Plan.pdf}
    \end{center}
   \end{figure}
  \end{column}%
  \hfill%
 \end{columns}
 
\end{frame}
%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%

%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
\begin{frame}
 
 \frametitle{Model Mesh and Boundary Conditions}

 \vspace*{-8mm}
 
 \begin{figure}[!h]
  \begin{center}
   \includegraphics[width=11truecm]{/home/jeremic/tex/works/Thesis/HanYang/Shear_Wall_Presentation_26Apr2018/Presentation/Figures/3D_mesh.pdf}
  \end{center}
 \end{figure}
 
\end{frame}
%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%

% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% \begin{frame}
%  
%  \frametitle{Loading Stages}
% 
%  \vspace*{-5mm}
%  
%  \begin{enumerate}
%   \item Self-weight loading is applied to the whole model.
%   \vspace*{3mm}
%   \item To represent post-tensioned force in the truss (bolt) element, the truss is stretched so that an adequate force is obtained and after that the bottom of the bolt is fixed.
%   \vspace*{3mm}
%   \item Two-point vertical loading is applied to the top steel plate.
%   \vspace*{3mm}
%   \item Cyclic horizontal loading is applied (using displacement control) to the sides of the top beam slab.
%  \end{enumerate}
%  
% \end{frame}
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% 
% 
% 
% 
% \subsection{Element and Material Models}
% 
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% \begin{frame}
%  
%  \frametitle{Layered Plane Stress Element}
% 
%  \vspace*{-5mm}
%  
%  \begin{figure}[!h]
%   \begin{center}
%    \includegraphics[width=9truecm]{/home/jeremic/tex/works/Thesis/HanYang/Shear_Wall_Presentation_26Apr2018/Presentation/Figures/Layered_Element.pdf}
%   \end{center}
%  \end{figure}
%  
% \end{frame}
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% 
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% \begin{frame}
% 
% \frametitle{Plastic Damage Concrete Model (Faria et al., 1998)}
% 
% \begin{columns}[T] % align columns
% \begin{column}{.5\textwidth}
% \vspace*{-5mm}
% \begin{itemize}
% \item Strength and modulus calibrated from tests
% \vspace*{2mm}
% \item Independent evolutions of damage in compression and tension
% \vspace*{2mm}
% \item Higher strength under multidirectional loading
% \vspace*{2mm}
% \item Stiffness recovery after loading reversal
% \end{itemize}
% \end{column}%
% \hspace*{-10mm}
% \begin{column}{.5\textwidth}
% \vspace*{-5mm}
% \begin{figure}[!h]
% \begin{center}
% \includegraphics[width=6truecm]{/home/jeremic/tex/works/Thesis/HanYang/Shear_Wall_Presentation_26Apr2018/Presentation/Figures/faria.pdf}
% \end{center}
% \end{figure}
% \end{column}
% \end{columns}
% 
% \vspace{5mm}
% \tiny
% [1] R. Faria, J. Oliver, and M. Cervera. A strain-based plastic viscous-damage model for massive concrete
% structures. International Journal for Solids and Structures, 35(14):1533-1558, 1998.
%  
% \end{frame}
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% 
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% \begin{frame}
%  
%  \frametitle{Plastic Damage Concrete Model}
% 
%  \vspace*{-5mm}
%  
%  \begin{figure}[!h]
%   \begin{center}
%    \includegraphics[width=10.5truecm]{/home/jeremic/tex/works/Thesis/HanYang/Shear_Wall_Presentation_26Apr2018/Presentation/Figures/Concrete_1.pdf}
%   \end{center}
%  \end{figure}
% 
%  \vspace{-4mm}
%  \scriptsize
%  Courtesy of Dr. Francis McKenna
% 
% \end{frame}
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% 
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% \begin{frame}
%  
%  \frametitle{Plastic Damage Concrete Model}
% 
%  \vspace*{-5mm}
%  
%  \begin{figure}[!h]
%   \begin{center}
%    \includegraphics[width=10.5truecm]{/home/jeremic/tex/works/Thesis/HanYang/Shear_Wall_Presentation_26Apr2018/Presentation/Figures/Concrete_2.pdf}
%   \end{center}
%  \end{figure}
% 
%  \vspace{-4mm}
%  \scriptsize
%  Courtesy of Dr. Francis McKenna
% 
% \end{frame}
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% 
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% \begin{frame}
%  
% \frametitle{Determining ASR Concrete Model Parameters}
% 
% \begin{itemize}
% \item Laboratory tests on concrete samples obtained from the existing structure
% \end{itemize}
% 
% or
% 
% \begin{itemize}
% \item First, estimate ASR expansion: Charlwood model, 1992; Saouma and Perotti model, 2006; other models.
% \vspace*{2mm}
% \item Then, estimate mechanical properties according to ASR expansion: Institution of Structural Engineers (ISE), 1992.
% \end{itemize}
% 
% 
% \vspace{5mm}
% \tiny
% [2] R. G. Charlwood, S. V. Solymar, and D. D. Curtis. A Review of Alkali Aggregate Reactions in Hydroelectric Plants and Dams, Proceedings of the International Conference of Alkali-Aggregate Reactions in Hydroelectric Plants and Dams, Fredericton, Canada, 1992, pp. 129-135.
% 
% [3] V. Saouma and L. Perotti. Constitutive Model for Alkali-Aggregate Reactions. ACI Materials
% Journal, 103(3):194-202,2006.
% 
% [4] Institution of Structural Engineers, 1992. In: Structural effects of alkali-silica reaction, technical guidance on the appraisal of existing structures. Published by the Institution of Structural Engineers, London.
% \end{frame}
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% 
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% \begin{frame}
%  
% \frametitle{Uniaxial Steel Material Model (Filippou et al., 1983)}
% 
% 
% \begin{columns}[T] % align columns
% \hspace*{-15mm}
% \begin{column}{.4\textwidth}
% % \vspace*{-5mm}
% \begin{itemize}
% \small
% \item Uniaxial fiber material
% \vspace*{2mm}
% \item Strength and modulus calibrated from tests
% \vspace*{2mm}
% \item Modulus reduction after initial loading
% \vspace*{2mm}
% \item Isotropic hardening
% \end{itemize}
% \end{column}%
% \hspace*{-15mm}
% \begin{column}{.5\textwidth}
% \vspace*{-5mm}
% \begin{figure}[!h]
% \begin{center}
% \includegraphics[width=7truecm]{/home/jeremic/tex/works/Thesis/HanYang/Shear_Wall_Presentation_26Apr2018/Presentation/Figures/Steel_Model.pdf}
% \end{center}
% \end{figure}
% \end{column}
% \end{columns}
% 
% \vspace{5mm}
% \tiny
% [5] F. C. Filippou, V. V. Bertero, and E. P. Popov. Effects of bond deterioration on hysteretic behavior of reinforced concrete joints. Technical report, Earthquake Engineering Research Center, University of
% California, Berkeley, 1983.
%  
% \end{frame}
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% 
% 
% 
% 
% 
%   
% 
% \subsection{Thermomechanical Framework}
% 
% % %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% % \begin{frame}
% %  \frametitle{Energy Input and Dissipation}
% 
% % \begin{itemize}
% 
% % \vspace*{1mm}
% %      \item[] Energy input, dynamic forcing
% 
% 
% % \vspace*{4mm}
% %      \item[] Mechanical dissipation outside SSI domain:
% %        \begin{itemize}
% %          \item[] SSI system oscillation radiation
% %          \item[] Reflected wave radiation
% %        \end{itemize}
% % %\vspace*{1mm}
% %      \item[] Mechanical dissipation/conversion inside SSI domain:
% %        \begin{itemize}
% %          \item[] Inelasticity of soil and contact zone
% %          \item[] Inelasticity/damage of structure and foundation
% %          \item[] Viscous coupling of porous solid and pore fluids (soil)
% %          \item[] Viscous coupling of structures with fluids
% % % %         \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)
% %    \item[] Numerical energy dissipation/production
% 
% 
% % \end{itemize}
% 
% % %
% % \end{frame}
% % %  %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% 
% 
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% \begin{frame}
%  
%  \frametitle{Energy Balance in Dynamic Elastic-Plastic System}
%  
%  \begin{figure}[!H]
%   \begin{center}
%    \includegraphics[height=6cm]{/home/jeremic/tex/works/Thesis/HanYang/Shear_Wall_Presentation_26Apr2018/Presentation/Figures/Energy_Transformation.png}
%   \end{center}
%  \end{figure}
%  
% \end{frame}
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% 
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% \begin{frame}
%  
%  \frametitle{Energy Balance in Dynamic Elastic-Plastic System}
%  
%  \begin{itemize}
%   \item Equation of Motion: 
%   \begin{equation*}
%   M_{ij} \ddot{u}_j(t) + C_{ij} \dot{u}_j(t) + K_{ij}^{elpl}(t) u_j(t) = f_i(t)
%   \end{equation*}
%   
%   \item Energy Balance Equation (Rate Form): 
%   \begin{equation*}
%   \frac{d}{dt}(\frac{1}{2} M_{ij} \dot{u}_i \dot{u}_j) + C_{ij} \dot{u}_i \dot{u}_j + \frac{d}{dt}(\frac{1}{2} K_{ij}^{elpl} {u}_i {u}_j) = f_i \dot{u}_i
%   \end{equation*}
%   
%   or
%   \begin{equation*}
%   \dot{E}_K + \dot{D}_V + (\dot{E}_S + \dot{E}_P + \dot{D}_P) = \dot{W}_{Input}
%   \end{equation*}
%  \end{itemize}
%  
% \end{frame}
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% 
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% \begin{frame}
%  
% \frametitle{Energy Dissipation Process in Concrete}
% 
% \begin{itemize}
% \item At initial state (no damage), a large amount of Helmholtz free energy is stored in the concrete, in the form of molecular bonds between the cement molecules.
% \vspace{2mm}
% \item As load increases, tensile cracks develop (the molecular bonds are damaged), and the free energy stored in the molecular bonds are released (or dissipated).
% \vspace{2mm}
% \item \textbf{Energy dissipation is directly related to damage.}
% \end{itemize}
%  
% \end{frame}
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% 
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% \begin{frame}
%  
% \frametitle{Energy Computation of the Concrete Model}
% 
% % \hspace*{-15mm}
% 
% The rate of strain energy (or elastic free energy):
% \begin{equation*}
%  \dot{E}_S = \sigma_{ij} (\dot{\epsilon}_{ij} - \dot{\epsilon}^{p}_{ij})
% \label{equation_concrete_elastic_energy_rate}
% \end{equation*}
% 
% The rate of plastic free energy:
% \begin{equation*}
% \dot{E}_P = - \frac{1}{2} (\bar{\sigma}^{+}_{ij} \dot{d}^{+} + \bar{\sigma}^{-}_{ij} \dot{d}^{-})(\epsilon_{ij} - \epsilon^{p}_{ij})
% \label{equation_concrete_plastic_free_energy_rate}
% \end{equation*}
% 
% The rate of plastic dissipation:
% \begin{equation*}
% \dot{D}_P = \sigma_{ij} \dot{\epsilon}^{p}_{ij} + \frac{1}{2} (\bar{\sigma}^{+}_{ij} \dot{d}^{+} + \bar{\sigma}^{-}_{ij} \dot{d}^{-})(\epsilon_{ij} - \epsilon^{p}_{ij})
% \label{equation_concrete_plastic_dissipation_rate}
% \end{equation*}
%  
% \end{frame}
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% 
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% \begin{frame}
%  
% \frametitle{Energy Computation of the Steel Model}
% 
% % \hspace*{-15mm}
% 
% The rate of strain energy (or elastic free energy):
% \begin{equation*}
% \dot{E}_S = \sigma_{ij} (\dot{\epsilon}_{ij} - \dot{\epsilon}^{p}_{ij})
% \label{equation_steel_elastic_energy_rate}
% \end{equation*}
% 
% The rate of plastic free energy:
% \begin{equation*}
% \dot{E}_{P} = \frac{1}{2} \left[ \left(\sigma + \sigma_{r} \right) \dot{\epsilon} + \left( \epsilon - \frac{1}{E_0} \sigma - \epsilon_{r} \right) \dot{\sigma} \right]
% \label{equation_steel_plastic_free_energy_rate}
% \end{equation*}
% 
% The rate of plastic dissipation:
% \begin{equation*}
% \dot{D}_{P} = \frac{1}{2} [(\sigma - \sigma_{r}) \dot{\epsilon} - (\epsilon - \epsilon_{r}) \dot{\sigma}]
% \label{equation_steel_plastic_dissipation_rate}
% \end{equation*}
%  
% \end{frame}
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% 
% 

  
\subsection{Force, Stress, and Strain Response}

%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
\begin{frame}
 
\frametitle{Force--Displacement Response}

\begin{itemize}
\small
\item Good match between ESSI simulation and experimental results.
\item ASR concrete has a (slightly) higher shear strength.
\end{itemize}

\vspace{-7mm}
\begin{figure}[!htbp]
\hspace*{-8mm}
\centering
\includegraphics[width=6truecm]{/home/jeremic/tex/works/Thesis/HanYang/Shear_Wall_Presentation_26Apr2018/Presentation/Figures/Reg_A_Force_Displacement.pdf}
\includegraphics[width=6truecm]{/home/jeremic/tex/works/Thesis/HanYang/Shear_Wall_Presentation_26Apr2018/Presentation/Figures/ASR_A1_Force_Displacement.pdf}
\end{figure}

\footnotesize
\vspace{-5mm}
\hspace{15mm}
(a) Regular concrete
\hspace{25mm}
(b) ASR Concrete

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

% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% \begin{frame}
 
% \frametitle{Force--Displacement Response}

% \begin{itemize}
% \small
% \item ASR concrete has larger unloading-reloading loop area, which means larger capacity of energy dissipation under cyclic loading.
% \end{itemize}

% \vspace{-7mm}
% \begin{figure}[!htbp]
% \hspace*{-8mm}
% \centering
% \includegraphics[width=6truecm]{/home/jeremic/tex/works/Thesis/HanYang/Shear_Wall_Presentation_26Apr2018/Presentation/Figures/Reg_A_Force_Displacement.pdf}
% \includegraphics[width=6truecm]{/home/jeremic/tex/works/Thesis/HanYang/Shear_Wall_Presentation_26Apr2018/Presentation/Figures/ASR_A1_Force_Displacement.pdf}
% \end{figure}

% \footnotesize
% \vspace{-5mm}
% \hspace{15mm}
% (a) Regular concrete
% \hspace{25mm}
% (b) ASR Concrete

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

%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
\begin{frame}
 
\frametitle{Strain Distribution at $u_y$ = 6 mm}

\begin{itemize}
\small
\item Large tensile and shear strains, small compressive strains
\item Large shear strain in a 45$^{\circ}$ shear zone
\item Large tensile/shear strain at bottom corners
\end{itemize}

\vspace{-3mm}
\begin{figure}[!htbp]
\hspace*{-3mm}
\centering
\includegraphics[width=5.5truecm]{/home/jeremic/tex/works/Thesis/HanYang/Shear_Wall_Presentation_26Apr2018/Presentation/Figures/Strain_xx.pdf}
\includegraphics[width=5.5truecm]{/home/jeremic/tex/works/Thesis/HanYang/Shear_Wall_Presentation_26Apr2018/Presentation/Figures/Strain_xy.pdf}
\end{figure}

\footnotesize
\vspace{-3mm}
\hspace{7mm}
(a) Horizontal normal strain $\epsilon_{xx}$
\hspace{15mm}
(b) Shear strain $\epsilon_{xy}$
  
\end{frame}
%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%

%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
\begin{frame}
 
\frametitle{Stress Distribution at $u_y$ = 6 mm}

\begin{itemize}
\small
\item Stress pattern is consistent with strain plots
\item Large tensile, compressive, and shear stresses
\item Large stresses at bottom corners and 45$^{\circ}$ shear zone
\end{itemize}

\vspace{-8mm}
\begin{figure}[!htbp]
\hspace*{-10mm}
\centering
\includegraphics[width=4.2truecm]{/home/jeremic/tex/works/Thesis/HanYang/Shear_Wall_Presentation_26Apr2018/Presentation/Figures/Stress_xx.pdf}
\includegraphics[width=4.2truecm]{/home/jeremic/tex/works/Thesis/HanYang/Shear_Wall_Presentation_26Apr2018/Presentation/Figures/Stress_yy.pdf}
\includegraphics[width=4.2truecm]{/home/jeremic/tex/works/Thesis/HanYang/Shear_Wall_Presentation_26Apr2018/Presentation/Figures/Stress_xy.pdf}
\end{figure}

\footnotesize
\vspace{-3mm}
\hspace{-10mm}
(a) Horizontal normal stress $\sigma_{xx}$
\hspace{2mm}
(b) Vertical normal stress $\sigma_{yy}$
\hspace{2mm}
(c) Shear stress $\sigma_{xy}$
  
\end{frame}
%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%



\subsection{Concrete Damage and Energy Dissipation}


%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
\begin{frame}
 
\frametitle{Evolution of Concrete Damage}

\begin{itemize}
\small
\item Significant tensile damage, no compressive damage
\item Two 45$^{\circ}$ tensile/shear damage zones
\item Tensile damage zone along the bottom
\end{itemize}

\vspace{-10mm}
\begin{figure}[!htbp]
\hspace*{-10mm}
\centering
\includegraphics[width=4.5truecm]{/home/jeremic/tex/works/Thesis/HanYang/Shear_Wall_Presentation_26Apr2018/Presentation/Figures/Damage_3000.pdf}
\hspace*{-5mm}
\includegraphics[width=4.5truecm]{/home/jeremic/tex/works/Thesis/HanYang/Shear_Wall_Presentation_26Apr2018/Presentation/Figures/Damage_5000.pdf}
\hspace*{-5mm}
\includegraphics[width=4.5truecm]{/home/jeremic/tex/works/Thesis/HanYang/Shear_Wall_Presentation_26Apr2018/Presentation/Figures/Damage_10000.pdf}
\end{figure}

\footnotesize
\vspace{-3mm}
\hspace{2mm}
(a) At $u_y$ = 1.4 mm
\hspace{12mm}
(b) At $u_y$ = 1.8 mm
\hspace{12mm}
(c) At $u_y$ = 3.0 mm
  
\end{frame}
%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%

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

\begin{itemize}
\small
\item Large energy dissipation in the damage zones
\item Plastic dissipation can increase even after completely damage
\item X--shaped zones in the wall and at the corners of flanges
\end{itemize}

\vspace{-10mm}
\begin{figure}[!htbp]
\hspace*{-10mm}
\centering
\includegraphics[width=4.5truecm]{/home/jeremic/tex/works/Thesis/HanYang/Shear_Wall_Presentation_26Apr2018/Presentation/Figures/Dissipation_3000.pdf}
\hspace*{-5mm}
\includegraphics[width=4.5truecm]{/home/jeremic/tex/works/Thesis/HanYang/Shear_Wall_Presentation_26Apr2018/Presentation/Figures/Dissipation_5000.pdf}
\hspace*{-5mm}
\includegraphics[width=4.5truecm]{/home/jeremic/tex/works/Thesis/HanYang/Shear_Wall_Presentation_26Apr2018/Presentation/Figures/Dissipation_10000.pdf}
\end{figure}

\footnotesize
\vspace{-3mm}
\hspace{2mm}
(a) At $u_y$ = 1.4 mm
\hspace{12mm}
(b) At $u_y$ = 1.8 mm
\hspace{12mm}
(c) At $u_y$ = 3.0 mm
  
\end{frame}
%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%

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


 
\vspace*{-2mm}
\begin{center}
\hspace*{-7mm}
\movie[label=show3,width=90mm,poster,showcontrols]
  {\includegraphics[width=90mm]{../Shear_wall_frame.jpg}}{/home/jeremic/tex/works/Thesis/HanYang/Shear_Wall_Presentation_26Apr2018/Presentation/Figures/Shear_Wall_Plastic_Dissipation.mp4}
\end{center}


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


% 
% 
% \vspace*{-3mm}
% \begin{center}
% % \hspace*{-15mm}
% \includemedia[width=\linewidth,height=0.6\linewidth,activate=pageopen,addresource=/home/jeremic/tex/works/Thesis/HanYang/Shear_Wall_Presentation_26Apr2018/Presentation/Figures/Shear_Wall_Plastic_Dissipation.mp4,
% flashvars={source=/home/jeremic/tex/works/Thesis/HanYang/Shear_Wall_Presentation_26Apr2018/Presentation/Figures/Shear_Wall_Plastic_Dissipation.mp4&autoPlay=true&loop=true}]{VPlayer.swf}
% \end{center}
%   


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








% 
%  %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%  \subsection{Modeling Alkali-Silica Reaction for Concrete}
%  
%  
%  
%  %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%  %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%  %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%  \subsection{OECD Program}










\section{Summary}

\subsection{\ }



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

  \begin{itemize}

    \item[] Practical tool set for practicing engineers
    
    \vspace*{1mm}
    \item[] Examples that support practical toolset

    \vspace*{1mm}
    \item[] Development of Just in Time courses and refreshers

    \vspace*{1mm}
    \item[] Development of online courses, once a day, few days a week for few hours

    \vspace*{1mm}
    \item[] ESSI Consultants: \\
     \url{http://essi-consultants.com/}




\end{itemize}                   


\end{frame}

\end{document}

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%
