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\usepackage[absolute,overlay]{textpos}

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% for inclusion of other PDF pages, in this case Frank's presentation
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%This is a macro to  convert eps to pdf files on the fly.
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%from http://mailman.mit.edu/pipermail/macpartners/2005-January/000780.html
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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}
%%%%%%%
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\usepackage{amsfonts}

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\usepackage{tikz}

\usetikzlibrary{calc}

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\usepackage{array}



%%%%  HYPERREF  HYPERREF  HYPERREF  HYPERREF  HYPERREF
%%%%  HYPERREF  HYPERREF  HYPERREF  HYPERREF  HYPERREF
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  pdftoolbar=true,
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% Commenting this out fixes Windows acrobat problem (?!)
             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[Real-ESSI/MS-ESSI]
      {
Modeling and Simulation of 
Earthquake Soil Structure Interaction for
Nuclear Installations 
}
%      {Interface Between Earthquake Ground Motions and Structural
%Response: Numerical Modeling and Simulation of ESSI Behavior}


%\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=0.15cm]{UCD-logo}{/home/jeremic/BG/amblemi/UCD/ucdavis_logo_blue_sm}
%  \pgfdeclareimage[height=0.18cm]{lbnl-logo}{/home/jeremic/BG/amblemi/LBNL/BerkeleyLab_Masterbrand_logo}
% % \pgfdeclareimage[height=0.15cm]{ESSI-C-logo}{/home/jeremic/BG/amblemi/ESSI/ESSI_Consultants_gray_02}
%  \pgfdeclareimage[height=0.17cm]{ESSI-C-logo}{/home/jeremic/BG/amblemi/ESSI/ESSI_Consultants_white_01}

 \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}


 
% \pgfdeclareimage[height=0.40cm]{Best_PSHANI_2018_logo}{/home/jeremic/tex/works/Conferences/2018/BestPSHANI/Presentation/Best_PSHANI_2018_logo}

%\author[Jeremi{\'c} et al. Best PSHANI] % (optional, use only with lots of authors)
\author[Jeremi{\'c} et al.] % (optional, use only with lots of authors)
%{Boris~Jeremi{\'c}}
{Boris Jeremi{\'c}\\
Yuan Feng, Han Yang, Hexiang Wang, Fangbo Wang \\
Fatema Behbehani, Sumeet Kumar Sinha, Jos{\'e} Abell \\
Federico Pisan{\'o}, Kohei Watanabe, Kallol Sett}
%Fangbo Wang, David McCallen}
%Floriana Petrone, Francis McKenna, David McCallen}

%\institute[Computational Geomechanics Group \hspace*{0.3truecm}
\institute[] % (optional, but mostly needed)
%\institute[\pgfuseimage{UCD-logo}\hspace*{0.15truecm}\pgfuseimage{LBNL-logo}] % (optional, but mostly needed)
%\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, USA}
{ UCD and LBNL}
%{ 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 DOE/NRC NPH\\ North Bethesda, MD, USA\\
         October 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}

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

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

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



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




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\subsection{Motivation}



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

\begin{itemize}



%\vspace*{0.3cm}
  \item[]  Improve  modeling  and  simulation  for  infrastructure objects
 

% \vspace*{2mm}
%  \item[]  Expert numerical modeling and simulation tool

\vspace*{1mm}
  \item[]      Use of numerical models to
  analyze statics and dynamics of soil/rock-structure systems


\vspace*{1mm}
  \item[]  Reduction  of modeling uncertainty

\vspace*{1mm}
  \item[]  Desired level
  of sophistication (high  $\leftrightarrow$ low) analysis


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


\vspace*{1mm}
  \item[]  Practical  system  for modeling and simulation of
  Earthquakes,    Soils,    Structures    and    their    Interaction,   Real-ESSI/MS-ESSI:
 \\
  \hspace*{5mm} \href{http://ms-essi.info/}{http://ms-essi.info/}
  \hspace*{5mm} \href{http://real-essi.info/}{http://real-essi.info/}
% \url{http://ms-essi.info/}





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



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

\begin{itemize}

   \item {  Prediction under Uncertainty}:  use  of  computational  model
   to  predict  the  state  of SSI system under
   conditions for which the computational model has not been validated.


\vspace*{1mm}
     \item  {{  Verification:}  provides  evidence  that  the  model is solved
     correctly.} Mathematics issue.

\vspace*{1mm}
     \item  {{  Validation:}  provides  evidence  that  the  correct  model is
     solved.} Physics issue.

\vspace*{1mm}
   \item  Modeling  and  parametric uncertainties are always present, need to be
   addressed 

% \vspace*{1mm}
%    \item Predictive capabilities with {low Kolmogorov Complexity}
% 

\vspace*{1mm}
     \item Goal: Predict and Inform rather than (force) Fit

\end{itemize}


\end{frame}



% 



% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% \begin{frame}
%  \frametitle{Motivation}
% 
% 
% \begin{itemize}
% 
%   \item    Improve  safety  and  economy  of infrastructure objects through high
%   fidelity numerical modeling and simulation
% 
% \vspace*{1mm}
%  \item Modeling and simulation quality assurance, verification \& validation
% 
% \vspace*{1mm}
%   \item       Select  sophistication level for numerical modeling and simulation
%   (MS) to analyze earthquake soil structure interaction (ESSI) effects
% 
% \vspace*{1mm}
%  \item Practical numerical modeling and simulation system, MS-ESSI, Real ESSI
% 
% 
% \end{itemize}
% 
% 
% \end{frame}
%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%





%
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% \begin{frame}
%  \frametitle{Uncertainties}
% 
% 
% \begin{itemize}
% 
% 
% 
% 
% %\vspace*{1mm}
%   \item    Modeling uncertainty, introduced by simplifying assumptions, need for
%   capability  to  perform  lower and higher level of sophistication modeling and
%   simulation
% 
% 
% 
% \vspace*{4mm}
%   \item    Parametric    uncertainty,  propagation  of uncertainty   in material
%   $K^{ep}$ and loads $F(t)$, through: 
%   ${M}  \ddot{u_i}  +  {C}  \dot{u_i} + {K}^{ep} {u_i} = {F(t)}$,   resulting in
%   PDFs   and   CDFs  for  $\sigma_{ij}$,  $\epsilon_{ij}$,  $u_i$,  $\dot{u}_i$,
%   $\ddot{u}_i$
% %
% 
% 
% 
% \vspace*{4mm}
%   \item   Le doute n'est pas un {\'e}tat bien agr{\'e}able, 
%         mais l'assurance est un {\'e}tat ridicule.  (Voltaire)
% 
% 
% % \vspace*{4mm}
% %   \item   Le doute n'est pas un {\'e}tat bien agr{\'e}able, 
% %         mais l'assurance est un {\'e}tat ridicule.  (Fran{\c c}ois-Marie Arouet, Voltaire)
% 
% 
% 
% \end{itemize}
% 
% % 
% % 
% % %Le doute n'est pas un {\'e}tat bien agr{\'e}able,\\ 
% %        mais l'assurance est un {\'e}tat ridicule.  (Fran{\c c}ois-Marie Arouet, Voltaire)
% 
% 
% 
% \end{frame}
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% 
% 
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% \begin{frame}
%  \frametitle{High Performance Computing (HPC) for MS-ESSI}
% 
% 
% High sophistication models usually require significant computational resources
% 
% \begin{itemize}
% 
% \vspace*{1mm}
%     \item Fine grained HPC
% 
% %\vspace*{1mm}
%     \begin{itemize}
% %\vspace*{1mm}
%       \item Programming techniques, Templates, Metaprograms
% %\vspace*{1mm}
%       \item Data arrangement for Small Linear Algebra optimization
%     \end{itemize}
% 
% 
% \vspace*{1mm}
%     \item Course grained HPC
% %\vspace*{1mm}
%     \begin{itemize}
% %\vspace*{1mm}
%       \item  Plastic  Domain  Decomposition  method  for  inelasticity
%         \begin{itemize}
%           \item Variable capability CPUs
%           \item Variable performance networks
%         \end{itemize}
% %\vspace*{1mm}
%       \item Workstations, clusters, national and commercial supercomputers (EDISON, CORI, AWS...)
%     \end{itemize}
% 
% 
% \end{itemize}
% 
% 
% \end{frame}
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% 
% 
% 
% 
% 
% 
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\section{Modeling and Simulation }

      
%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
\subsection{MS-ESSI/Real-ESSI Simulator System}


%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
\begin{frame}
\frametitle{MS-ESSI / Real-ESSI}

\begin{itemize}



%\vspace*{2mm}
  \item    A  system  for  time domain, nonlinear/inelastic,  deterministic  or 
  probabilistic, modeling and simulation of

    \begin{itemize}
      \item  statics and dynamics of soil,
      \item  statics and dynamics of rock,
      \item  statics and dynamics of structures,
      \item  statics of soil-structure systems, and
      \item  dynamics of earthquake-soil-structure system interaction.
      \end{itemize}


\vspace*{1mm}
  \item Design, linear elastic, load combinations, dimensioning


\vspace*{1mm}
  \item Assessment, nonlinear/inelastic, safety margins



%\vspace*{1mm}
%  \item  Develops methods and models that inform and predict rather than (force) fit.

\vspace*{1mm}
        \item Collaboration and financial support from the US-DOE, US-NRC,
        US-NSF, Caltrans, CNSC-CCSN, UN-IAEA, Shimizu, Basler\&Hofmann, etc.



\end{itemize}
 
\end{frame}


%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
\begin{frame}
\frametitle{MS-ESSI / Real-ESSI Modeling Features}

\begin{itemize}



%\vspace*{2mm}
  \item Solid elements, dry, saturated, elastic, inelastic

\vspace*{1mm}
  \item Structural elements, beams, shells, elastic, inelastic 

\vspace*{1mm}
  \item Contact elements, dry, coupled/saturated, 

\vspace*{1mm}
  \item Super element, stiffness and mass matrices

\vspace*{1mm}
  \item Material models, soil, concrete, steel... 
  
\vspace*{1mm}
  \item Seismic input, 1C and 3C, deterministic or probabilistic

\vspace*{1mm}
  \item Energy dissipation calculations

\vspace*{1mm}
  \item Solid/Structure -- Fluid interaction, full coupling

\vspace*{1mm}
  \item All Modeling Features listed at
  \hspace*{5mm}
  \href{http://ms-essi.info/}{http://ms-essi.info/} 
%  \hspace*{5mm} 
%  and 
%  \hspace*{5mm} 
%  \href{http://real-essi.info/}{http://real-essi.info/}


\end{itemize}
 
\end{frame}


%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
\begin{frame}
\frametitle{MS-ESSI / Real-ESSI Simulation Features}

\begin{itemize}




  \item Static loading stages



\vspace*{1mm}
  \item Dynamic loading stages

\vspace*{1mm}
  \item Restart, simulation tree

\vspace*{1mm}
  \item Solution advancement methods/algorithms, on global and
  constitutive levels, with and without enforcing equilibrium


%\vspace*{1mm}
%  \item Load combinations, elastic, for design

\vspace*{1mm}
  \item High Performance Computing
%  clusters, cloud, supercomputers 
    \begin{itemize}
%\vspace*{1mm}
      \item Fine grained, template mataprograms, small matrix library
%\vspace*{1mm}
      \item Coarse grained, distributed memory parallel 
    \end{itemize}


\vspace*{1mm}
  \item All  Simulation Features are listed at  
  \hspace*{5mm}
  \href{http://ms-essi.info/}{http://ms-essi.info/} 
%  \hspace*{5mm} 
%  and 
%  \hspace*{5mm} 
%  \href{http://real-essi.info/}{http://real-essi.info/}



\end{itemize}
 
\end{frame}

%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
\begin{frame}
\frametitle{MS-ESSI / Real-ESSI Model Development}

\begin{itemize}

    \item Pre-Processing, gmsh/gmESSI, translation (SASSI...)


\vspace*{2mm}
    \item Choose level of sophistication, reduce modeling uncertainty


%\vspace*{1mm}
%    \item Verify code, solutions, methods, elements, material models 



\vspace*{2mm}
    \item Model developed in phases

\vspace*{2mm}
    \item Verify model components


\vspace*{2mm}
    \item  Build confidence in inelastic modeling


%%\vspace*{2mm}
%%    \item  Use such developed models to predict and inform, rather than force fit



\end{itemize}
 
\end{frame}


%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
\begin{frame}
  \frametitle{MS-ESSI / Real-ESSI  Modeling Phases}



\begin{figure}[htbp]
\begin{center}
  \includegraphics[width = 2.3cm]{/home/jeremic/tex/works/Thesis/YuanFeng/Real_ESSI_short_course_examples_day_123/short_course_document/Figure-files/nonlinear_analysis_steps/soil-structure/overview.png}
\vspace*{-1mm}
\\
  \includegraphics[width = 0.35cm]{/home/jeremic/tex/works/Thesis/YuanFeng/Real_ESSI_short_course_examples_day_123/short_course_document/Figure-files/nonlinear_analysis_steps/free_field_1D/DRM_1D_motion_3D_just_column.jpg}
\hspace*{5mm}
%  \includegraphics[width = 0.1cm]{/home/jeremic/tex/works/Thesis/YuanFeng/Real_ESSI_short_course_examples_day_123/short_course_document/Figure-files/nonlinear_analysis_steps/free_field_1D/DRM1D_Motion3D.png}
  \includegraphics[width = 2.5cm]{/home/jeremic/tex/works/Thesis/YuanFeng/Real_ESSI_short_course_examples_day_123/short_course_document/Figure-files/nonlinear_analysis_steps/free_field_3D/motion3D_DRM3D_free_field.png}
\hspace*{5mm}
%  \includegraphics[width = 1cm]{/home/jeremic/tex/works/Thesis/YuanFeng/Real_ESSI_short_course_examples_day_123/short_course_document/Figure-files/nonlinear_analysis_steps/soil-foundation/soil_foundation.png}
%  \includegraphics[width = 3cm]{/home/jeremic/tex/works/Thesis/YuanFeng/Real_ESSI_short_course_examples_day_123/short_course_document/Figure-files/nonlinear_analysis_steps/soil-foundation/slice.png}
  \includegraphics[width = 2.5cm]{/home/jeremic/tex/works/Thesis/YuanFeng/Real_ESSI_short_course_examples_day_123/short_course_document/Figure-files/nonlinear_analysis_steps/soil-foundation/foundation_results.png}
%  \includegraphics[width = 3cm]{/home/jeremic/tex/works/Thesis/YuanFeng/Real_ESSI_short_course_examples_day_123/short_course_document/Figure-files/nonlinear_analysis_steps/soil-structure/overview.png}
\\
\vspace*{-3mm}
  \includegraphics[width = 1.0cm]{/home/jeremic/tex/works/Thesis/YuanFeng/Real_ESSI_short_course_examples_day_123/short_course_document/Figure-files/nonlinear_analysis_steps/structure/eigen/structure-only.png}
\hfill
  \includegraphics[width = 1.2cm]{/home/jeremic/tex/works/Thesis/YuanFeng/Real_ESSI_short_course_examples_day_123/short_course_document/Figure-files/nonlinear_analysis_steps/structure/eigen/eigen1.png}
\hfill
  \includegraphics[width = 1.2cm]{/home/jeremic/tex/works/Thesis/YuanFeng/Real_ESSI_short_course_examples_day_123/short_course_document/Figure-files/nonlinear_analysis_steps/structure/eigen/eigen2.png}
\hfill
  \includegraphics[width = 1.2cm]{/home/jeremic/tex/works/Thesis/YuanFeng/Real_ESSI_short_course_examples_day_123/short_course_document/Figure-files/nonlinear_analysis_steps/structure/eigen/eigen3.png}
\hfill
  \includegraphics[width = 1.2cm]{/home/jeremic/tex/works/Thesis/YuanFeng/Real_ESSI_short_course_examples_day_123/short_course_document/Figure-files/nonlinear_analysis_steps/structure/eigen/eigen4.png}
\hfill
  \includegraphics[width = 1.2cm]{/home/jeremic/tex/works/Thesis/YuanFeng/Real_ESSI_short_course_examples_day_123/short_course_document/Figure-files/nonlinear_analysis_steps/structure/eigen/eigen5.png}
\hfill
  \includegraphics[width = 1.2cm]{/home/jeremic/tex/works/Thesis/YuanFeng/Real_ESSI_short_course_examples_day_123/short_course_document/Figure-files/nonlinear_analysis_steps/structure/eigen/eigen6.png}
\hfill
%  \includegraphics[width = 1.0cm]{/home/jeremic/tex/works/Thesis/YuanFeng/Real_ESSI_short_course_examples_day_123/short_course_document/Figure-files/nonlinear_analysis_steps/structure/imposed_motion/structure-only.png}
%\hfill
  \includegraphics[width = 1.2cm]{/home/jeremic/tex/works/Thesis/YuanFeng/Real_ESSI_short_course_examples_day_123/short_course_document/Figure-files/nonlinear_analysis_steps/structure/imposed_motion/imposed_motion_results.png}
%   \includegraphics[width = 0.1cm]{/home/jeremic/tex/works/Thesis/YuanFeng/Real_ESSI_short_course_examples_day_123/short_course_document/Figure-files/nonlinear_analysis_steps/soil-structure/overview.png}
\\
\vspace*{-1mm}
  \includegraphics[width = 6cm]{/home/jeremic/tex/works/Thesis/YuanFeng/Real_ESSI_short_course_examples_day_123/short_course_document/Figure-files/nonlinear_analysis_steps/soil-structure/DRM3D_motion3D_structure.png}
\end{center}
\end{figure}



\end{frame}





%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
\begin{frame}
\frametitle{MS-ESSI / Real-ESSI Results Post Processing}

\begin{itemize}


      \item All output is saved (stress, strain, displacements, energy...)

\vspace*{5mm}
      \item Time histories, scripts to plot or extract in preferred format

\vspace*{5mm}
      \item 3D visualization, Paraview with pvESSI plugin

% OVDE dodaj primere vizualizacije


\end{itemize}
 
\end{frame}

%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
\begin{frame}
\frametitle{MS-ESSI / Real-ESSI Verification}

\begin{itemize}


  \item Implementation  verification

\vspace*{2mm}
  \item Solution verification for each component
    \begin{itemize}
       \item Finite elements
       \item Constitutive algorithms
       \item Solution advancement, static and dynamic 

    \end{itemize}


\vspace*{2mm}
  \item Error quantification for ranges of modeling parameters

\vspace*{2mm}
  \item Automatic verification, a 13 hour process on multiple CPUs



\end{itemize}
 
\end{frame}


%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
\begin{frame}
\frametitle{MS-ESSI / Real-ESSI Validation}

%OVDE
\begin{itemize}

  \item Validation partially done, need for high quality data

\vspace*{1mm}
  \item Validation, UNR soil box tests in the near future
    \begin{itemize}

%\vspace*{1mm}
      \item Soil testing, range of strains, confinements, stress paths
      
%\vspace*{1mm}
      \item Contact testing,  axial, shear, soil-concrete, formed, poured

%\vspace*{1mm}
      \item Wave propagation through soil, equivalent elastic and inelastic, 
      1C and 2C, dilatancy influence

%\vspace*{1mm}
            \item Inelastic structural behavior for beams, walls, plates, shells, use of
            already published high quality test data

%\vspace*{1mm}
      \item ESSI tests for a complete simplified SSI systems

    \end{itemize}


\end{itemize}
 

\begin{figure}[!htbp]
\begin{flushleft}
\includegraphics[width=2cm]{/home/jeremic/tex/works/Thesis/FangboWang/UNR_soil_box_model/_all_files_UNR_box_report_Sep2018/figs/soilbox_model_gmsh.png}
\hspace*{1mm}
\includegraphics[width=1.2cm]{/home/jeremic/tex/works/Thesis/FangboWang/UNR_soil_box_model/_all_files_UNR_box_report_Sep2018/figs/mesh_detail.pdf}
\end{flushleft}
\end{figure}



\vspace*{-30mm}
\begin{figure}[!htbp]
\begin{flushright}
\includegraphics[width=1.6cm]{/home/jeremic/tex/works/Thesis/FangboWang/UNR_soil_box_model/_all_files_UNR_box_report_Sep2018/figs/mode1_side.pdf} 
\includegraphics[width=1.6cm]{/home/jeremic/tex/works/Thesis/FangboWang/UNR_soil_box_model/_all_files_UNR_box_report_Sep2018/figs/mode2_side.pdf} 
\includegraphics[width=1.6cm]{/home/jeremic/tex/works/Thesis/FangboWang/UNR_soil_box_model/_all_files_UNR_box_report_Sep2018/figs/mode3_side.pdf} 
\includegraphics[width=1.6cm]{/home/jeremic/tex/works/Thesis/FangboWang/UNR_soil_box_model/_all_files_UNR_box_report_Sep2018/figs/mode4_side.pdf} 
\\
\includegraphics[width=1.6cm]{/home/jeremic/tex/works/Thesis/FangboWang/UNR_soil_box_model/_all_files_UNR_box_report_Sep2018/figs/mode5_side.pdf} 
\includegraphics[width=1.6cm]{/home/jeremic/tex/works/Thesis/FangboWang/UNR_soil_box_model/_all_files_UNR_box_report_Sep2018/figs/mode6_side.pdf} 
\includegraphics[width=1.6cm]{/home/jeremic/tex/works/Thesis/FangboWang/UNR_soil_box_model/_all_files_UNR_box_report_Sep2018/figs/mode7_side.pdf} 
\includegraphics[width=1.6cm]{/home/jeremic/tex/works/Thesis/FangboWang/UNR_soil_box_model/_all_files_UNR_box_report_Sep2018/figs/mode8_side.pdf} 
% \includegraphics[width=1cm]{/home/jeremic/tex/works/Thesis/FangboWang/UNR_soil_box_model/_all_files_UNR_box_report_Sep2018/figs/mode9_side.pdf} 
% \includegraphics[width=1cm]{/home/jeremic/tex/works/Thesis/FangboWang/UNR_soil_box_model/_all_files_UNR_box_report_Sep2018/figs/mode10_side.pdf}
% \includegraphics[width=1cm]{/home/jeremic/tex/works/Thesis/FangboWang/UNR_soil_box_model/_all_files_UNR_box_report_Sep2018/figs/mode11_side.pdf}
% \includegraphics[width=1cm]{/home/jeremic/tex/works/Thesis/FangboWang/UNR_soil_box_model/_all_files_UNR_box_report_Sep2018/figs/mode12_side.pdf}
\end{flushright}
\end{figure}



\end{frame}



%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
\begin{frame}
\frametitle{MS-ESSI / Real-ESSI Training and Education}

\begin{itemize}


  \item Short Courses: 
    \begin{itemize}
%\vspace*{1mm}
      \item Online short course this fall/winter
%\vspace*{1mm}
      \item Professional practice 
% %\vspace*{1mm}
%       \item Developers 
%\vspace*{1mm}
      \item Examples available in lecture notes, and documentation
%\vspace*{1mm}
      \item MS-ESSI system, with examples on Amazon Web Services  (AWS)

    \end{itemize}

%\vspace{1mm}
%  \item Documentation, extensive

\vspace{1mm}
  \item Full lecture notes (2600+ pages) available online


\vspace{1mm}
  \item Up to date information on Real-ESSI/MS-ESSI at: 
  \\ \vspace*{2mm}
  \hspace*{5mm} 
  \href{http://ms-essi.info/}{http://ms-essi.info/} 
  \hspace*{5mm} 
  and 
  \hspace*{5mm} 
  \href{http://real-essi.info/}{http://real-essi.info/}


\end{itemize}
 
\end{frame}

% OVDE  OVDE  OVDE   


%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
\begin{frame}
 \frametitle{MS-ESSI / Real-ESSI Core Functionality}

\begin{itemize}



%\vspace*{2mm}
  \item  Introduction to inelastic/nonlinear analysis for practicing engineers

% 
%  % \vspace*{3mm}
%    \item Usable models for professional practice
%  
%  %\vspace*{2mm}
%   \item  Core  functionality  needed  for  nonlinear  modeling  in professional
%   practice
%  % 
%  


%  %\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}
%  


\vspace*{2mm}
  \item    Use  of prescribed/required (low, medium, high) fidelity numerical
  models to analyze ESSI behavior


\vspace*{2mm}
  \item  Set of suggested modeling and simulation parameters

\vspace*{2mm}
  \item  Investigate  sensitivity  of  response  to model sophistication

\vspace*{2mm}
  \item  Investigate  sensitivity  of 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{MS-ESSI / Real-ESSI Core Functionality Components}

\begin{itemize}


   \item Structural elements: Truss, Beam, Shell, Super-Element

\vspace*{2mm}
   \item Soil, solids:  elastic, $G/G_{max}$

\vspace*{2mm}
   \item Contacts: Bonded, Frictional, Gap open/close


\vspace*{2mm}
   \item Loads: Static, Dynamic (earthquake, 1C or 3$\times$1C), Restart   

\vspace*{2mm}
   \item Simulation: Explicit no-equilibrium, Implicit equilibrium,

\vspace*{2mm}
   \item Core Functionality Application programs: APPS
% 


\end{itemize}


\end{frame}









%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
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\subsection{Illustrative Examples}


 

%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
\begin{frame}
\frametitle{Seismic Motions}


%\vspace*{-10mm}  

\begin{itemize}

\item Variation in  inclination, frequency, energy, duration...

\item Deterministic and Probabilistic

\item Stress test the soil-structure system

\end{itemize}



%\vspace*{-4mm}  
\begin{figure}[!htb]
\begin{flushleft}
\hspace*{-5mm}
\includegraphics[width=6.5cm]{/home/jeremic/tex/works/Conferences/2018/BestPSHANI/Presentation/stress_test_Best_SHANI_May2018.jpg}
\end{flushleft}
\end{figure}


% 
% \vspace*{-45mm}  
% \begin{figure}[!htb]
% \begin{flushright}
% \includegraphics[width=4cm]{/home/jeremic/tex/works/Conferences/2015/CNSC_July/Present/Stress_test_NPP_idea.jpg}
% \hspace*{-5mm}
% \end{flushright}
% \end{figure}


\vspace*{-35mm}  
\begin{figure}[!htb]
\begin{flushright}
\includegraphics[width=5cm]{/home/jeremic/tex/works/consulting/2017/IAEA/TECDOC/Version_14Mar2017/1Dvs3x1Dvs3D_waves.pdf}
\hspace*{-5mm}
\end{flushright}
\end{figure}




\end{frame}






%   

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

\frametitle{Free Field, Variation in Input Frequency, $\theta = 60^{o}$}

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

     
% \vspace*{-5mm}
\begin{center}
% \hspace*{-15mm}
%\movie[label=show3,width=10cm,poster,autostart,showcontrols]
\movie[label=show3,width=10cm,poster,showcontrols]
{\includegraphics[width=10cm]
{/home/jeremic/public_html/lecture_notes_online_material/_Chapter_Applications_ESSI_for_NPPs/Free_Field_animations_angle_or_frequency_variation/Free_Field_variation_in_wave_frequency.jpg}}
{/home/jeremic/public_html/lecture_notes_online_material/_Chapter_Applications_ESSI_for_NPPs/Free_Field_animations_angle_or_frequency_variation/free_field_frequency.mp4}
\end{center}
        
% online   
\vspace*{-12mm}
\begin{flushleft}
\hspace*{-4mm}
\href{http://sokocalo.engr.ucdavis.edu/~jeremic/lecture_notes_online_material/_Chapter_Applications_ESSI_for_NPPs/Free_Field_animations_angle_or_frequency_variation/free_field_frequency.mp4}
  {\tiny (MP4)}
\end{flushleft}
% online  
   

\end{frame}

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



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

\frametitle{SMR ESSI, Variation in Input Frequency, $\theta = 60^{o}$}

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

     
% \vspace*{-5mm}
\begin{center}
% \hspace*{-15mm}
%\movie[label=show3,width=10cm,poster,autostart,showcontrols]
\movie[label=show3,width=10cm,poster,showcontrols]
{\includegraphics[width=10cm]
{/home/jeremic/public_html/lecture_notes_online_material/_Chapter_Applications_ESSI_for_NPPs/Free_Field_animations_angle_or_frequency_variation/ESSI_SMR_variation_in_wave_frequency.jpg}}
{/home/jeremic/public_html/lecture_notes_online_material/_Chapter_Applications_ESSI_for_NPPs/Free_Field_animations_angle_or_frequency_variation/SMR_frequency.mp4}
\end{center}
        
% online   
\vspace*{-12mm}
\begin{flushleft}
\hspace*{-4mm}
\href{http://sokocalo.engr.ucdavis.edu/~jeremic/lecture_notes_online_material/_Chapter_Applications_ESSI_for_NPPs/Free_Field_animations_angle_or_frequency_variation/SMR_frequency.mp4}
  {\tiny (MP4)}
\end{flushleft}
% online  
   

\end{frame}

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


% 
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% \begin{frame}
% 
% %\frametitle{SMR ESSI, Variation in Input Frequency, $\theta = 60^{o}$}
% \frametitle{SMR ESSI, Variation in Input Frequency, REAL TIME}
% 
% % Elastoplastic soil with contact elements
% %% Both solid and contact elements dissipate energy
% 
%      
% % \vspace*{-5mm}
% \begin{center}
% % \hspace*{-15mm}
% %\movie[label=show3,width=10cm,poster,autostart,showcontrols]
% \movie[label=show3,width=10cm,poster,showcontrols]
% {\includegraphics[width=10cm]
% {/home/jeremic/public_html/lecture_notes_online_material/_Chapter_Applications_ESSI_for_NPPs/Free_Field_animations_angle_or_frequency_variation/ESSI_SMR_variation_in_wave_frequency.jpg}}
% {/home/jeremic/public_html/lecture_notes_online_material/_Chapter_Applications_ESSI_for_NPPs/SMR_animations_May2018/SMR-ESSI_real_time_four_freq.mp4}
% \end{center}
%         
% % online   
% \vspace*{-12mm}
% \begin{flushleft}
% \hspace*{-4mm}
% \href{http://sokocalo.engr.ucdavis.edu/~jeremic/lecture_notes_online_material/_Chapter_Applications_ESSI_for_NPPs/SMR_animations_May2018/SMR-ESSI_real_time_four_freq.mp4}
%   {\tiny (MP4)}
% \end{flushleft}
% % online  
%    
% 
% \end{frame}
% 
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% 


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

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

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

     
% \vspace*{-5mm}
\begin{center}
% \hspace*{-15mm}
%\movie[label=show3,width=10cm,poster,autostart,showcontrols]
\movie[label=show3,width=10cm,poster,showcontrols]
{\includegraphics[width=10cm]
{/home/jeremic/public_html/lecture_notes_online_material/_Chapter_Applications_ESSI_for_NPPs/SMR_animations_May2018/3Dvs1D_deconvolution.jpg}}
{/home/jeremic/public_html/lecture_notes_online_material/_Chapter_Applications_ESSI_for_NPPs/SMR_animations_May2018/3Dvs1D_deconvolution.ogv}
\end{center}
        
% online   
\vspace*{-12mm}
\begin{flushleft}
\hspace*{-4mm}
\href{http://sokocalo.engr.ucdavis.edu/~jeremic/lecture_notes_online_material/_Chapter_Applications_ESSI_for_NPPs/SMR_animations_May2018/3Dvs1D_deconvolution.ogv}
  {\tiny (OGV)}
\end{flushleft}
% online  
   

\end{frame}

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





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

\frametitle{Free Field vs ESSI - Different Frequencies}


\begin{textblock*}{8cm}(1.0cm,2.5cm) % {block width} (coords) 
   \scriptsize Acceleration response - Surface center point A
\end{textblock*}
\begin{textblock*}{2cm}(0.2cm,4cm) % {block width} (coords) 
   \tiny X direction
\end{textblock*}
\begin{textblock*}{2cm}(0.2cm,6.3cm) % {block width} (coords) 
   \tiny Z direction
\end{textblock*}
\begin{textblock*}{3cm}(2.4cm,7.6cm) % {block width} (coords) 
   \tiny  (a) $f=1Hz \ \ \theta=60^{o}$
\end{textblock*}
\begin{textblock*}{3cm}(5.6cm,7.6cm) % {block width} (coords) 
   \tiny  (b) $f=5Hz \ \ \theta=60^{o}$
\end{textblock*}
\begin{textblock*}{3cm}(8.8cm,7.6cm) % {block width} (coords) 
   \tiny  (c) $f=10Hz \ \ \theta=60^{o}$
\end{textblock*}

\vspace*{-30mm}
  \begin{figure}[!H]
    \centering
     % \begin{flushleft}
       \includegraphics[width=3.3cm]{/home/jeremic/tex/works/Thesis/HexiangWang/plots_slides_14May2018/Updated_SMR_slides/pic/1Hz_center_ax.pdf}
       \includegraphics[width=3.3cm]{/home/jeremic/tex/works/Thesis/HexiangWang/plots_slides_14May2018/Updated_SMR_slides/pic/5Hz_center_ax.pdf}
       \includegraphics[width=3.3cm]{/home/jeremic/tex/works/Thesis/HexiangWang/plots_slides_14May2018/Updated_SMR_slides/pic/10Hz_center_ax.pdf}
      \\
       \includegraphics[width=3.3cm]{/home/jeremic/tex/works/Thesis/HexiangWang/plots_slides_14May2018/Updated_SMR_slides/pic/1Hz_center_az.pdf}
       \includegraphics[width=3.3cm]{/home/jeremic/tex/works/Thesis/HexiangWang/plots_slides_14May2018/Updated_SMR_slides/pic/5Hz_center_az.pdf}
       \includegraphics[width=3.3cm]{/home/jeremic/tex/works/Thesis/HexiangWang/plots_slides_14May2018/Updated_SMR_slides/pic/10Hz_center_az.pdf}
    % \end{flushleft}
  \end{figure}
\vspace*{-75mm}
  \begin{figure}[!H]
     \begin{flushright}
     \hspace*{30mm}
       \includegraphics[width=2.5cm]{/home/jeremic/tex/works/Thesis/HexiangWang/plots_slides_14May2018/Updated_SMR_slides/pic/Points_configuration.pdf}
     \hspace*{-10mm}
    \end{flushright}
  \end{figure}
\end{frame}
%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%






%  % 
%  
%  %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%  \begin{frame}
%  
%  \frametitle{NPP 3C vs 3$\times$1C Motions}
%  
%  % Elastoplastic soil with contact elements
%  %% Both solid and contact elements dissipate energy
%  
%       
%  % \vspace*{-5mm}
%  \begin{flushleft}
%  \hspace*{-7mm}
%  %\movie[label=show3,width=54mm,poster,autostart,showcontrols]
%  \movie[label=show3,width=54mm,poster,showcontrols]
%  {\includegraphics[width=54mm]
%  {/home/jeremic/public_html/lecture_notes_online_material/_Chapter_Applications_ESSI_for_NPPs/NPP_animations_June2018/Displacement_Inclined_Wave_3C.jpg}
%  }
%  {/home/jeremic/public_html/lecture_notes_online_material/_Chapter_Applications_ESSI_for_NPPs/NPP_animations_June2018/Displacement_Inclined_Wave_3C.mp4}
%  \end{flushleft}
%  % online   
%  %\vspace*{-12mm}
%  \begin{flushleft}
%  %\hspace*{-10mm}
%  \href{http://sokocalo.engr.ucdavis.edu/~jeremic/lecture_notes_online_material/_Chapter_Applications_ESSI_for_NPPs/NPP_animations_June2018/Displacement_Inclined_Wave_3C.mp4}
%    {\tiny (MP4)}
%  \end{flushleft}
%  % online  
%  
%  
%  
%  
%  % \vspace*{-5mm}
%  \vspace*{-53mm}
%  \begin{flushright}
%  % \hspace*{-15mm}
%  %\movie[label=show3,width=58mm,poster,autostart,showcontrols]
%  \movie[label=show3,width=54mm,poster,showcontrols]
%  {\includegraphics[width=54mm]
%  {/home/jeremic/public_html/lecture_notes_online_material/_Chapter_Applications_ESSI_for_NPPs/NPP_animations_June2018/Displacement_Inclined_Wave_3_times_1C.jpg}
%  }
%  {/home/jeremic/public_html/lecture_notes_online_material/_Chapter_Applications_ESSI_for_NPPs/NPP_animations_June2018/Displacement_Inclined_Wave_3_times_1C.mp4}
%  \end{flushright}
%  \hspace*{-7mm}
%  % online   
%  %\vspace*{-12mm}
%  \begin{flushright}
%  %\hspace*{-4mm}
%  \vspace*{-9mm}
%  \href{http://sokocalo.engr.ucdavis.edu/~jeremic/lecture_notes_online_material/_Chapter_Applications_ESSI_for_NPPs/NPP_animations_June2018/Displacement_Inclined_Wave_3_times_1C.mp4}
%    {\tiny (MP4)}
%  \hspace*{-4mm}
%  \end{flushright}
%  % online  
%  
%  
%  
%  \end{frame}
%  
%  %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%  





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\begin{frame}

\frametitle{SMR,  Inelastic Response, Energy Dissipation}

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


% \vspace*{-5mm}
\begin{center}
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%OVDE dodaj link na online...

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{/home/jeremic/tex/works/Conferences/2017/DOE_Project_Review_Meeting_LBNL_09June2017/Present/Solid-Fluid-Interaction.jpg}}
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\href{http://sokocalo.engr.ucdavis.edu/~jeremic/lecture_notes_online_material/_Chapter_Applications_Earthquake_Soil_Structure_Interaction_General_Aspects/Fluid_Solid_interaction/Solid_Fluid_Interaction.mp4}
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\section{Summary}

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  \begin{itemize}

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    \item Numerical modeling to predict and inform, rather than fit


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    \item Inelastic/nonlinear analysis done in phases


\vspace*{3mm}
    \item Education and Training is the key!


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  \item Real-ESSI/MS-ESSI Simulator System: \\
\vspace*{1mm}
  \url{http://ms-essi.info/} \\
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   \url{http://real-essi.info/} 

      

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\end{document}

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