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% %% 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}




 
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% for inclusion of other PDF pages, in this case Frank's presentation
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%from http://mailman.mit.edu/pipermail/macpartners/2005-January/000780.html
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% % for not showing eq numbers unless eq is references
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%   }

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% FEI  LOGO definition
\newcommand{\FEI}
{{\sf \uppercase{F}\kern-0.20em\uppercase{E}\kern-0.20em\uppercase{I}}}

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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
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%%%%%%%
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\usepackage[greek,english]{babel}



\usepackage{amsmath}
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%%%%  HYPERREF  HYPERREF  HYPERREF  HYPERREF  HYPERREF
%%%%  HYPERREF  HYPERREF  HYPERREF  HYPERREF  HYPERREF
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%             colorlinks=true,
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%             linktocpage,
%             pdftex]{hyperref}


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% 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]
        { The Real ESSI Simulator System}


%\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}, \\ 
\vspace*{1mm}
  Yuan Feng, Han Yang,  Hexiang Wang, \\
  Fangbo Wang, Jos{\'e} Abell, Sumeet Kumar Sinha,\\
  Fatema Behbehani, Nima Tafazzoli, Guanzhou Jie, \\
 Zhao Cheng, Zhaohui Yang
%  ,
%   David McCallen
%\vspace*{2mm}
%
}

%\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, CA\\
%  and\\
%  Faculty Scientist, Lawrence Berkeley National Laboratory, Berkeley }
  Lawrence Berkeley National Laboratory, Berkeley, 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 SMiRT25\\
         Charlotte, NC, USA, August 2019}

\subject{}
% This is only inserted into the PDF information catalog. Can be left
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% If you have a file called "university-logo-filename.xxx", where xxx
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%\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}}




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



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





 

%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
\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[]  Choice of analysis level of sophistication


\vspace*{1mm}
  \item[] Goal: Predict and Inform rather than fit

\vspace*{1mm}
  \item[] Engineer needs to know!



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

\vspace*{1mm}
  \item[]  System  for modeling and simulation of
  Earthquakes and/or    Soils and/or    Structures    and    their    Interaction:\\
   Real-ESSI Simulator \hspace*{3mm}  \url{http://real-essi.info/} 
%   \raisebox{-1.2mm}{\includegraphics[height=5mm]{/home/jeremic/tex/works/lecture_notes_SOKOCALO/Figure-files/Real_ESSI_in_different_langauges/Real_ESSI_Chinese.jpeg}}
%  \\
%  \vspace*{1mm}
% % %  \hspace*{25mm} 
% %     \url{http://real-essi.info/} \\
% % %  \hspace*{25mm} 
%     \url{http://sokocalo.engr.ucdavis.edu/~jeremic/Real_ESSI_Simulator/}
% %    \href{http://sokocalo.engr.ucdavis.edu/~jeremic/Real_ESSI_Simulator/}{{http://sokocalo.engr.ucdavis.edu/~jeremic/Real_ESSI_Simulator/}
% %  % \url{http://ms-essi.info/}
%  





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







                      

%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
\begin{frame}
 \frametitle{Prediction under Uncertainty}


\begin{itemize}




%\vspace*{1mm}
  \item    \underline{Modeling Uncertainty}, Simplifying assumptions
    \begin{itemize}

\vspace*{2mm}
      \item[] Low, medium, high  sophistication modeling and simulation


\vspace*{2mm}
      \item[] Choice of sophistication level for confidence in  results

    \end{itemize}

%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
\vspace*{4mm}
  \item   \underline{Parametric    Uncertainty},  ${M}  \ddot{u_i}  +  {C}  \dot{u_i} + {K}^{ep} {u_i} = {F(t)}$,

  \begin{itemize}

\vspace*{2mm}
    \item[] Uncertain mass $M$, viscous damping  $C$ and stiffness $K^{ep}$


\vspace*{2mm}
    \item[] Propagation  of uncertainty in  loads, $F(t)$


\vspace*{2mm}
    \item[] Results are PDFs   and   CDFs  for  $\sigma_{ij}$,  $\epsilon_{ij}$,  $u_i$,  $\dot{u}_i$,  $\ddot{u}_i$

  \end{itemize}




\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)



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%    \item[-]  Important (?!)  features are simplified, 1C vs 3C, inelasticity
%  
%  %\vspace*{4mm}
%  %     \item   Unrealistic   and   unnecessary  modeling simplifications
%  
%  \vspace*{1mm}
%       \item[-]  Modeling  simplifications   are  justifiable  if  one  or  two 
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%    {\includegraphics[width=50mm]
%    {/home/jeremic/tex/works/Conferences/2016/IAEA_TecDoc_February2016/My_Current_Work/movie_2_npps_mp4_icon.jpeg}}
%    {/home/jeremic/public_html/lecture_notes_online_material/_Chapter_Applications_ESSI_for_NPPs/Model01_ESSI_Response_May2015/movie_2_npps.mp4}
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%    {/home/jeremic/tex/works/Conferences/2017/SMiRT_24/present/3D_Nonlinear_Modeling_and_it_Effects/NPP_Plastic_Dissipation_grab.jpg}}
%    {/home/jeremic/tex/works/Thesis/HanYang/Files_10Aug2017/NPP_Plastic_Dissipation.mp4}
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%  % {/home/jeremic/tex/works/Conferences/2017/SMiRT_24/present/3D_Nonlinear_Modeling_and_it_Effects/NPP_Plastic_Dissipation_grab.jpg}}
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%  % {/home/jeremic/public_html/lecture_notes_online_material/_Chapter_Applications_ESSI_for_NPPs/Energy_Dissipation_Animations/SMR_Energy_Dissipation_screen_grab.jpg}}
%  % {/home/jeremic/public_html/lecture_notes_online_material/_Chapter_Applications_ESSI_for_NPPs/Energy_Dissipation_Animations/SMR_Energy_Dissipation.mp4}
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%  %  \frametitle{Modeling Uncertainty, 6C vs 1C Motions}
%  % 
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%  % % local
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%  % %\movie[label=show3,width=8.8cm,poster,autostart,showcontrols]
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%  %   {\includegraphics[width=92mm]
%  %   {/home/jeremic/tex/works/Conferences/2016/IAEA_TecDoc_February2016/My_Current_Work/movie_2_npps_mp4_icon.jpeg}}
%  %   {/home/jeremic/public_html/lecture_notes_online_material/_Chapter_Applications_ESSI_for_NPPs/Model01_ESSI_Response_May2015/movie_2_npps.mp4}
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%  % %  \movie[label=show3,width=8.8cm,poster,autostart,showcontrols]
%  % %    {\includegraphics[width=90mm]{movie_2_npps_mp4_icon.jpeg}}{movie_2_npps.mp4}
%  % %  \end{center}
%  % 
%  % 
%  % % online
%  % \vspace*{-12mm}
%  % \begin{flushleft}
%  % %\vspace*{-15mm}
%  % \href{http://sokocalo.engr.ucdavis.edu/~jeremic/lecture_notes_online_material/_Chapter_Applications_Earthquake_Soil_Structure_Interaction_General_Aspects/ESSI_VisIt_movies_Jose_19May2015/movie_2_npps.mp4}
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%  \frametitle{Parametric Uncertainty: Soil Stiffness and Strength}
%  
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%  \begin{center}
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%  \includegraphics[width=5.5truecm]{/home/jeremic/tex/works/Papers/2008/JGGE-GoverGmax/figures/YoungModulus_RawData_and_MeanTrend_01-Ed.pdf}
%  \hspace*{-3mm}
%  % \hfill
%  \includegraphics[width=3.0truecm]{/home/jeremic/tex/works/Papers/2008/JGGE-GoverGmax/figures/YoungModulus_Histogram_Normal_01-Ed.pdf}
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%  \includegraphics[width=5.00truecm]{/home/jeremic/tex/works/Papers/2008/JGGE-GoverGmax/figures/ShearStrength_RawData_and_MeanTrend-Mod.pdf}
%  \hspace*{-3mm}
%  % \hfill
%  \includegraphics[width=3.0truecm]{/home/jeremic/tex/works/Papers/2008/JGGE-GoverGmax/figures/ShearStrength_Histogram_PearsonIV-FineTuned-Mod.pdf}
%  %
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%  %\vspace*{-5mm}
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%  %\hspace*{-3.3cm}
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%  {\tiny
%  (cf. Phoon and Kulhawy (1999B))\\
%  ~}
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%  % \frametitle{Parametric Uncertainty: Material Properties}
%  % 
%  %           
%  % 
%  % \vspace*{5mm}
%  % \begin{figure}[!hbpt]
%  % \begin{center}
%  % % %
%  % \hspace*{-3mm}
%  % \includegraphics[width=2.5truecm]{/home/jeremic/tex/works/Thesis/KonstantinosKarapiperis/Soil_Uncertainty_Report_Pdf_Cdf_Figures/FieldPhiPdf.pdf}
%  % \hspace*{-3mm}
%  % \includegraphics[width=2.5truecm]{/home/jeremic/tex/works/Thesis/KonstantinosKarapiperis/Soil_Uncertainty_Report_Pdf_Cdf_Figures/FieldPhiCdf.pdf}
%  % \hspace*{3mm}
%  % \includegraphics[width=2.5truecm]{/home/jeremic/tex/works/Thesis/KonstantinosKarapiperis/Soil_Uncertainty_Report_Pdf_Cdf_Figures/FieldSuPdf.pdf}
%  % \hspace*{-3mm}
%  % \includegraphics[width=2.5truecm]{/home/jeremic/tex/works/Thesis/KonstantinosKarapiperis/Soil_Uncertainty_Report_Pdf_Cdf_Figures/FieldSuCdf.pdf}
%  % \\
%  % %\vspace*{-2mm}
%  % \hspace*{-2.5cm} \mbox{\tiny Field $\phi$} \hspace*{3.5cm} \mbox{\tiny Field $c_u$}
%  % \\
%  % \vspace*{10mm}
%  % \hspace*{-3mm}
%  % \includegraphics[width=2.5truecm]{/home/jeremic/tex/works/Thesis/KonstantinosKarapiperis/Soil_Uncertainty_Report_Pdf_Cdf_Figures/LabPhiPdf.pdf}
%  % \hspace*{-3mm}
%  % \includegraphics[width=2.5truecm]{/home/jeremic/tex/works/Thesis/KonstantinosKarapiperis/Soil_Uncertainty_Report_Pdf_Cdf_Figures/LabPhiCdf.pdf}
%  % \hspace*{3mm}
%  % \includegraphics[width=2.5truecm]{/home/jeremic/tex/works/Thesis/KonstantinosKarapiperis/Soil_Uncertainty_Report_Pdf_Cdf_Figures/LabSuPdf.pdf}
%  % \hspace*{-3mm}
%  % \includegraphics[width=2.5truecm]{/home/jeremic/tex/works/Thesis/KonstantinosKarapiperis/Soil_Uncertainty_Report_Pdf_Cdf_Figures/LabSuCdf.pdf}
%  % \\
%  % %\vspace*{-8mm}
%  % \hspace*{-2.5cm} \mbox{\tiny Lab $\phi$} \hspace*{3.5cm} \mbox{\tiny Lab $c_u$}
%  % \end{center}
%  % \end{figure}
%  % 
%  % 
%  % 
%  % \end{frame}
% 


%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
\begin{frame}
 \frametitle{ESSI: Energy Input and Dissipation}

\begin{itemize}

\vspace*{1mm}
     \item[] Energy input, dynamic forcing


\vspace*{4mm}
     \item[] Energy dissipation outside SSI domain:
       \begin{itemize}
         \item[] SSI system oscillation radiation
         \item[] Reflected wave radiation
       \end{itemize}


\vspace*{1mm}
     \item[] Energy dissipation/conversion inside SSI domain:
       \begin{itemize}
         \item[] Inelasticity of soil, contact/interface zone, structure, foundation, dissipators
         \item[] Viscous coupling with pore fluids, and external 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, algorithmic energy dissipation/production


\end{itemize}

%
\end{frame}
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\section{Real-ESSI Simulator System}

      
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%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%\subsection*{Real-ESSI Simulator System}
\subsection{\ }



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

\frametitle{Real-ESSI Simulator System}

The  Real-ESSI, 
{\underline {\bf Real}}istic  
%{\underline {\bf M}}odeling  and  
%{\underline {\bf S}}imulation  of  
{M}odeling  and  
{S}imulation  of  
{\underline {\bf E}}arthquakes,  
{\underline {\bf S}}oils,
{\underline {\bf S}}tructures  and  their  
{\underline {\bf I}}nteraction.  Simulator  is  a  software,  hardware  and
documentation   system   for   time  domain,
linear  and  nonlinear,  elastic or inelastic,  deterministic  or probabilistic, 3D, finite
element modeling and simulation of:

    \begin{itemize}
%\vspace*{1mm}
      \item statics and dynamics of soil,
%\vspace*{1mm}
      \item    statics and dynamics of rock,
%\vspace*{1mm}
      \item    statics and dynamics of structures,
%\vspace*{1mm}
      \item    statics of soil-structure systems, and
%\vspace*{1mm}
      \item    dynamics of earthquake-soil-structure system interaction
    \end{itemize}



Used for:
\begin{itemize}
%\vspace*{1mm}
  \item Design, linear elastic, load combinations, dimensioning


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




\end{frame}



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

\frametitle{Real-ESSI Simulator System}

 
\begin{itemize}


  \item Real-ESSI System Components
    \begin{itemize} 
     \item Real-ESSI Pre-processor (gmsh/gmESSI, X2ESSI) 
     \item Real-ESSI Program (local, remote, cloud)
     \item Real-ESSI Post-processor (Paraview/pvESSI, Python, ...)

    \end{itemize} 

\vspace*{1mm}
  \item Real-ESSI System availability:                   
    \begin{itemize}
%\vspace*{1mm}
     \item Universities: AWS, LinuxESSI image
     \item Government, National Labs: AWS GovCloud, LinuxESSI image 
     \item Professional  Practice: AWS, LinuxESSI image
%\vspace*{1mm}
%%\vspace*{1mm}
%      \item Sources available to collaborators
    \end{itemize}



\vspace*{1mm}
  \item Real-ESSI Short Courses, online, worldwide



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


% \vspace*{2mm}
%   \item
% 


\end{itemize}


\end{frame}





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

\frametitle{Real-ESSI Short Course, Fall 2019}

 
\begin{itemize}


\vspace*{2mm}
  \item Online, live sessions, that are also recorded

\vspace*{2mm}
  \item Weekly, 8 weeks, 3 hours per week, each Tuesdays 
    \begin{itemize}
\vspace*{1mm}
       \item 3 hours lecture
\vspace*{1mm}
       \item Homework, practice problems 
\vspace*{1mm}
       \item 3 hours discussion session
\vspace*{1mm}
       \item Message/discussion list 

    \end{itemize}



\vspace*{2mm}
  \item October -- November 2019

\vspace*{2mm}
     \item Documentation, examples available online
%\vspace*{1mm}
%      \item Real-ESSI Simulator system, with examples on Amazon Web Services 
%      (AWS)


%\vspace*{2mm}
%  \item System documentation, examples, etc.: 
% \url{http://real-essi.info/}  
%
%\url{http://real-essi.info/}
%


% \vspace*{2mm}
%   \item
% 


\end{itemize}


\end{frame}



%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
\begin{frame}
\frametitle{Real ESSI Quality Assurance}

\begin{itemize}

\item Verification, mathematics issue 
   \begin{itemize}

%\vspace*{1mm}
    \item Solution verification for each component
    \begin{itemize}
       \item Finite elements
       \item Constitutive algorithms
       \item Solution advancement, static and dynamic 
       \item Model verification

    \end{itemize}


%\vspace*{1mm}
  \item Error quantification for ranges of modeling parameters

%\vspace*{1mm}
  \item Automatic verification, a 13 hour process on multiple CPUs
   \end{itemize}


\vspace*{2mm}
\item Validation, physics issue,  partially done, in progress


\vspace*{2mm}
\item Certification process in progress
  \begin{itemize}
%\vspace*{1mm}
     \item ASME NQA-1 
%\vspace*{1mm}
     \item ISO-90003-2014
  \end{itemize}

%\vspace*{3mm}
%\item[] Verification examples given below

\end{itemize}




\end{frame}

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

\begin{itemize}



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

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

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

\vspace*{1mm}
  \item Input programming language, requires units

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

\vspace*{1mm}
  \item Intrusive probabilistic inelastic modeling

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


\end{itemize}
 
\end{frame}

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



%\vspace*{-10mm}

\begin{itemize}

  \item[-] Static loading stages

\vspace*{2mm}
  \item[-] Dynamic loading stages

\vspace*{2mm}
  \item[-] Restart, simulation tree

\vspace*{2mm}
  \item[-] Solution advancement methods/algorithms, \\
        on global and constitutive levels, \\
        with and without enforcing equilibrium


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

\vspace*{2mm}
  \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://real-essi.info/}{http://real-essi.info/} 
% %  \hspace*{5mm} 
% %  and 
% %  \hspace*{5mm} 
% %  \href{http://real-essi.info/}{http://real-essi.info/}



\end{itemize}


 
\vspace*{-60mm}
%\begin{figure}[!hbpt]
\begin{flushright}
\includegraphics[width=2.5cm]{/home/jeremic/tex/works/lecture_notes_SOKOCALO/Figure-files/_Chapter_Theory_Introduction/tex_works_psfigures_loading_stage-increments-iterations.pdf}
\end{flushright}
%\vspace*{-0.5cm}
%\end{figure}
%




 
\end{frame}



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

\begin{itemize}

    \item Pre-Processing, model development gmsh/gmESSI

\vspace*{2mm}
    \item Existing model translation, SASSI$\rightarrow$Real-ESSI

\vspace*{2mm}
    \item Choose level of sophistication

\vspace*{2mm}
    \item Reduce modeling uncertainty

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

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


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

\end{itemize}
 
\end{frame}


%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
\begin{frame}
  \frametitle{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{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{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{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/Fangbo_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/Fangbo_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/Fangbo_figs/mode1_side.pdf} 
% \includegraphics[width=1.6cm]{/home/jeremic/tex/works/Thesis/FangboWang/UNR_soil_box_model/_all_files_UNR_box_report_Sep2018/Fangbo_figs/mode2_side.pdf} 
% \includegraphics[width=1.6cm]{/home/jeremic/tex/works/Thesis/FangboWang/UNR_soil_box_model/_all_files_UNR_box_report_Sep2018/Fangbo_figs/mode3_side.pdf} 
% \includegraphics[width=1.6cm]{/home/jeremic/tex/works/Thesis/FangboWang/UNR_soil_box_model/_all_files_UNR_box_report_Sep2018/Fangbo_figs/mode4_side.pdf} 
% \\
% \includegraphics[width=1.6cm]{/home/jeremic/tex/works/Thesis/FangboWang/UNR_soil_box_model/_all_files_UNR_box_report_Sep2018/Fangbo_figs/mode5_side.pdf} 
% \includegraphics[width=1.6cm]{/home/jeremic/tex/works/Thesis/FangboWang/UNR_soil_box_model/_all_files_UNR_box_report_Sep2018/Fangbo_figs/mode6_side.pdf} 
% \includegraphics[width=1.6cm]{/home/jeremic/tex/works/Thesis/FangboWang/UNR_soil_box_model/_all_files_UNR_box_report_Sep2018/Fangbo_figs/mode7_side.pdf} 
% \includegraphics[width=1.6cm]{/home/jeremic/tex/works/Thesis/FangboWang/UNR_soil_box_model/_all_files_UNR_box_report_Sep2018/Fangbo_figs/mode8_side.pdf} 
% % \includegraphics[width=1cm]{/home/jeremic/tex/works/Thesis/FangboWang/UNR_soil_box_model/_all_files_UNR_box_report_Sep2018/Fangbo_figs/mode9_side.pdf} 
% % \includegraphics[width=1cm]{/home/jeremic/tex/works/Thesis/FangboWang/UNR_soil_box_model/_all_files_UNR_box_report_Sep2018/Fangbo_figs/mode10_side.pdf}
% % \includegraphics[width=1cm]{/home/jeremic/tex/works/Thesis/FangboWang/UNR_soil_box_model/_all_files_UNR_box_report_Sep2018/Fangbo_figs/mode11_side.pdf}
% % \includegraphics[width=1cm]{/home/jeremic/tex/works/Thesis/FangboWang/UNR_soil_box_model/_all_files_UNR_box_report_Sep2018/Fangbo_figs/mode12_side.pdf}
% \end{flushright}
% \end{figure}
% 
% 
% 
% \end{frame}
% 

% 
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% \begin{frame}
% \frametitle{Real-ESSI Training and Education}
% 
% \begin{itemize}
% 
% 
%   \item Short Courses: 
%     \begin{itemize}
% \vspace*{1mm}
%       \item Online short course, soon
% \vspace*{1mm}
%      \item Professional practice 
% % %   \vspace*{1mm}
% %        \item Developers 
% \vspace*{1mm}
%      \item Examples available in lecture notes, and documentation
% \vspace*{1mm}
%       \item Real-ESSI Simulator system, with examples on Amazon Web Services 
%       (AWS)
% 
%     \end{itemize}
% 
% %\vspace{1mm}
% %  \item Documentation, extensive
% 
% \vspace{2mm}
%   \item Full lecture notes (2600+ pages) available online
% 
% 
% \vspace{2mm}
%   \item Up to date information on Real-ESSI at: 
%   \\ \vspace*{2mm}
%   \hspace*{5mm} 
% \href{http://real-essi.info/}{http://real-essi.info/}
% 
% 
% \end{itemize}
%  
% \end{frame}
% 
% % OVDE  OVDE  OVDE   
% 
% 
%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
\begin{frame}
 \frametitle{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{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), restart1

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

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


\end{itemize}


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\section{Summary}



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\begin{frame}
  \frametitle{Summary}

  \begin{itemize}

\vspace*{2mm}
    \item Numerical modeling to predict and inform, rather than fit

\vspace*{2mm}
    \item Engineer needs to know!

\vspace*{2mm}
    \item Education and Training is the key!

\vspace*{2mm}
    \item  Funding  from  and  collaboration  with  the US-DOE, US-NRC, US-NSF, 
    US-BR,  US-FEMA, NASA,  CNSC-CCSN,  UN-IAEA, Shimizu  Corp., and Basler\&Hofmann 
 is greatly appreciated,

\vspace*{2mm}
    \item More info: \hspace*{3mm}  {\bf \url{http://real-essi.info/}}
      
\end{itemize}

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\end{document}

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