\documentclass[fleqn]{beamer}
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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

 
\usepackage[absolute,overlay]{textpos}



%% 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{threeparttable}

%\usepackage{MnSymbol}%
% for smileys
\usepackage{wasysym}%
\usepackage{multirow}
% for subfloat figures:
\usepackage{subfig}
\usepackage{tabularx}
%used for truncated section title in headers
\usepackage[breakall]{truncate}
%\usepackage{caption}


\usepackage{ulem}
\usepackage{amsmath}
\usepackage{bm}
\usepackage{IEEEtrantools}
\usepackage{setspace}
\usepackage{scalerel}



  
% for tikzpicture
\usepackage{tikz}
\usetikzlibrary{tikzmark,calc}


      
\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
%
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% \else
% % we are running pdflatex, so convert .pdf files to .pdf
% \usepackage[pdftex]{graphicx}
% \usepackage{epstopdf}
% \fi
% %*****************************************


%% ovo je za cirilicu
\input vuk.def
\newfont{\cyr}{wncyr10 scaled 1000 }
\newfont{\cyb}{wncyb10 scaled 1000 }
\newfont{\cyi}{wncyi10 scaled 1000 }
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\newfont{\cyrjbnaslov}{wncyss10 scaled 1400 }



% % for not showing eq numbers unless eq is references
% \usepackage[fleqn,tbtags]{mathtools}
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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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% {{\cyrjb \lower0.50ex\hbox{\uppercase{J}}\kern-.58em\hbox{\uppercase{B}}}}
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%


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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}
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%  \usecolortheme{beetle} % siva pozadina (vrh plav)
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%%%%%%%
%  \usecolortheme{BorisJeremic}
%%%%%%%
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%   \usefonttheme{structuresmallcapsserif}
}

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


\usepackage[greek,english]{babel}



\usepackage{amsmath}
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\usepackage{array}



%%%%  HYPERREF  HYPERREF  HYPERREF  HYPERREF  HYPERREF
%%%%  HYPERREF  HYPERREF  HYPERREF  HYPERREF  HYPERREF
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  pdfmenubar=true,
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             colorlinks=true,
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             urlcolor=webblue,
}
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%             colorlinks=true,
%             linkcolor=webblue,
%             citecolor=webblue,
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%             linktocpage,
%             pdftex]{hyperref}


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% 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]
        {Deterministic and/or Probabilistic, Time Domain, Nonlinear, Inelastic
Earthquake Soil Structure Interaction, ESSI Modeling and Simulation}


%\subtitle
%{Include Only If Paper Has a Subtitle}

%\author[Author, Another] % (optional, use only with lots of authors)
%{F.~Author\inst{1} \and S.~Another\inst{2}}
% - Give the names in the same order as the appear in the paper.
% - Use the \inst{?} command only if the authors have different
%   affiliation.
\pgfdeclareimage[height=0.2cm]{university-logo}{/home/jeremic/BG/amblemi/ucdavis_logo_blue_sm}
\pgfdeclareimage[height=0.7cm]{lbnl-logo}{/home/jeremic/BG/amblemi/lbnl-logo}


\author[Jeremi{\'c} et al.] % (optional, use only with lots of authors)
%{Boris~Jeremi{\'c}}
{Boris Jeremi{\'c}
}

%\institute[Computational Geomechanics Group \hspace*{0.3truecm}
\institute[\pgfuseimage{university-logo}\hspace*{0.1truecm}\pgfuseimage{lbnl-logo}] % (optional, but mostly needed)
%{ Professor, University of California, Davis\\
{ University of California, Davis, 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 SMiRT26, Potsdam, Germany\\
        July 2022}

\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}}




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



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

\begin{itemize}



 

%\vspace*{0.3cm}
  \item[]  Improve  modeling  and  simulation  of nuclear installations 
 

% \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*{2mm}
  \item[]  Reduction  of modeling uncertainty

\vspace*{2mm}
  \item[]  Choice of analysis level of sophistication

\vspace*{2mm}
  \item[] One of two levels of sophistication above target


\vspace*{2mm}
  \item[] Goal: Predict and Inform 

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



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

% \vspace*{1mm}
%   \item[]  
% %System  for 
%  {\bf Real}istic modeling and simulation of
%   {\bf E}arthquakes and/or    
%   {\bf S}oils and/or    
%   {\bf S}tructures    and    their    
%   {\bf I}nteraction:\\
%    Real-ESSI 
%  \hspace*{5mm} 
%   \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}
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 %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
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\begin{frame}
 \frametitle{Dedication}


% Thick fbox lines 
\setlength{\fboxrule}{1.8pt} 
 
    
\vspace*{5mm}

\noindent
\framebox{Robert P. Kennedy, 1939-2018}
%\hspace*{5mm}
\vspace*{-18mm}
\begin{flushright}
\includegraphics[height=15mm]{/home/jeremic/tex/works/lecture_notes_SOKOCALO/Figure-files/_Chapter_Dedication_Photos/Robert_P_Kennedy/Robert_P_Kennedy_07Dec2018.jpg}
\end{flushright}

\vspace*{-1mm}
\noindent
"Response of a soil structure system 
 is nonlinear, and I would really 
 like to know what that response is!"

%\vspace*{1mm}
%\noindent
%"There are engineers and then there are Engineers!"



\vspace*{12mm}
\noindent
\fbox{Neboj{\v s}a Orbovi{\' c},  1962-2021}
%\hspace*{7mm}
\vspace*{-15mm}
\begin{flushright}
\includegraphics[width=18mm]{/home/jeremic/tex/works/lecture_notes_SOKOCALO/Figure-files/_Chapter_Dedication_Photos/Nebojsa_Orbovic/Nebojsa_Orbovic_26Feb2016.jpg}
\end{flushright}

%\noindent
%"As an engineer, I have to know, \\
%with good accuracy, what will happen \\
%to the structure during loading, \\
%hence numerical analysis and \\
%verification and validation for \\
%numerical analysis is really important"

\vspace*{-1mm}
\noindent
"As an engineer, I have to know  what are response sensitivities 
 to modeling choices and model parameters."


% back to standard fbox lines 
 \setlength{\fboxrule}{0.2pt} 



\end{frame}
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%   
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% \begin{frame}
%  \frametitle{Hypothesis}
% 
% \begin{itemize}
% 
% 
% 
% %\vspace*{0.5cm}
%   \item[-]        Interplay    of  the  Earthquake, Soil/Rock and Structure in time
%   domain, plays a major role in successes and failures
% 
% 
% \vspace*{3mm}
%   \item[-]   Timing  and spatial location of energy dissipation determines location
%   and amount of damage
% 
% \vspace*{3mm}
%   \item[-]  If timing and spatial location of the energy dissipation
%          can be controlled (directed),
%          we could  optimize soil structure system for
%     \begin{itemize}
%       \item[-] Safety 
%       \item[-] Economy
%     \end{itemize}
% 
% \end{itemize}
% \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,  porous solid-pore fluids, solids/structures-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}
% %  %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% 
% 
% 
% 
% 


%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
\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)



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


% 
%    %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%    \begin{frame}
%     \frametitle{Goal: Reduction of Modeling Uncertainty}
%    
%    \begin{itemize}
%    
%    
%       \item[-]        Modeling      Uncertainty:   introduced   with   unnecessary and
%       unrealistic modeling simplification
%    
%    \vspace*{2mm}
%      \item[-]  Simplified (or inadequate/wrong) modeling:  important  features    are
%      missed (3C (6C) seismic ground motions, inelasticity, etc.)
%    
%    \vspace*{2mm}
%         \item[-]  Modeling  simplifications   are  justifiable  if  one, two or higher
%         level sophistication model demonstrates that features being simplified out
%         are not important
%    
%    
%    \vspace*{2mm}
%         \item[-]  Use  of  HPC  for  low modeling uncertainty and direct probabilistic
%         modeling  and  simulations 
%         
%    
%    
%    \end{itemize}
%    \end{frame}
%    
%    



% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% \begin{frame}
%  \frametitle{Fully Coupled Formulation, u-p-U}
% 
% % 
% %
% \begin{small}
% \begin{eqnarray}
% \hspace*{-13mm}
% \left[ \begin{array}{ccc}
% (M_s)_{KijL} & 0 & 0 \\
%  0  & 0 & 0 \\
%  0  & 0 & (M_f)_{KijL}
% \end{array} \right]
% \left[ \begin{array}{c}
% \ddot{\overline{u}}_{Lj} \\
% \ddot{\overline{p}}_N \\
% \ddot{\overline{U}}_{Lj}
% \end{array} \right]
% +
% \left[ \begin{array}{ccc}
% (C_1)_{KijL} & 0 & -(C_2)_{KijL} \\
%  0  & 0 &   0  \\
% -(C_2)_{LjiK} & 0 & (C_3)_{KijL} \\
% \end{array} \right]
% \left[ \begin{array}{c}
% \dot{\overline{u}}_{Lj} \\
% \dot{\overline{p}}_N \\
% \dot{\overline{U}}_{Lj}
% \end{array} \right]    
% \nonumber
% \\
% + 
% \left[ \begin{array}{ccc}
% (K^{EP})_{KijL} & -(G_1)_{KiM} & 0 \\
% -(G_1)_{LjM}  & -P_{MN} & -(G_2)_{LjM} \\
%  0  & -(G_2)_{KiL} & 0
% \end{array} \right]
% \left[ \begin{array}{c}
% \overline{u}_{Lj} \\
% \overline{p}_M \\
% \overline{U}_{Lj}
% \end{array} \right]
% =
% \left[ \begin{array}{c}
% \overline{f}_{Ki}^{solid} \\
% 0  \\
% \overline{f}_{Ki}^{fluid}
% \end{array} \right] \nonumber
% %\\
% %\label{68}
% \end{eqnarray}
% \end{small}
% %
% %
% %
% \end{frame}
% %  %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% 
% 
% 
% 
% 
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% \begin{frame}
%  \frametitle{Fully Coupled Formulation, u-p-U}
% 
% % 
% % 
% %
% %
% %
% \begin{eqnarray}
% \hspace*{-10mm} (M_s)_{KijL}&=&\int_{\Omega} H_K^u (1-n) \rho_s \delta_{ij} H_L^u d\Omega
% \hspace*{5mm} (M_f)_{KijL}=\int_{\Omega} H_K^U n \rho_f \delta_{ij} H_L^U d\Omega \nonumber\\
% \hspace*{-10mm} (C_1)_{KijL}&=&\int_{\Omega} H_K^u n^2 k_{ij}^{-1} H_L^u d\Omega 
% \hspace*{5mm} (C_2)_{KijL}=\int_{\Omega} H_K^u n^2 k_{ij}^{-1} H_L^U d\Omega \nonumber\\
% \hspace*{-10mm} (C_3)_{KijL}&=&\int_{\Omega} H_K^U n^2 k_{ij}^{-1} H_L^U d\Omega 
% \hspace*{5mm} (K^{EP})_{KijL}=\int_{\Omega} H_{K,m}^u D_{imjn} H_{L,n}^u d\Omega \nonumber\\
% \hspace*{-10mm} (G_1)_{KiM}&=&\int_{\Omega} H_{K,i}^u (\alpha-n) H_M^p d\Omega
% \hspace*{5mm} (G_2)_{KiM}=\int_{\Omega} n H_{K,i}^U H_M^p d\Omega \nonumber\\
% \hspace*{-10mm} P_{NM}&=&\int_{\Omega} H_N^p \frac{1}{Q} H_M^p d\Omega  \nonumber
% \end{eqnarray}
% %
% %
% %
% %
% %\newpage
% 
% %  \begin{eqnarray}
% %  \overline{f}_{Ki}^{solid}&=&(f_1^u)_{Ki}-(f_4^u)_{Ki}+(f_5^u)_{Ki} \nonumber\\
% %  \overline{f}_{Ki}^{fluid}&=&-(f_1^U)_{Ki}+(f_2^U)_{Ki}  \nonumber\\
% %  (f_1^u)_{Ki}&=&\int_{\Gamma_t} H_K^u n_j \sigma_{ij}^{''} d\Gamma \nonumber\\
% %  (f_4^u)_{Ki}&=&\int_{\Gamma_p} H_K^u (\alpha-n) n_i p d\Gamma \nonumber\\
% %  (f_5^u)_{Ki}&=&\int_{\Omega} H_K^u (1-n) \rho_s b_i d\Omega \nonumber\\
% %  (f_1^U)_{Ki}&=&\int_{\Gamma_p} n H_K^U n_i p d\Gamma \nonumber\\
% %  (f_2^U)_{Ki}&=&\int_{\Omega} n H_K^U \rho_f b_i d\Omega
% %  \label{69}
% %  \end{eqnarray}
% %
% 
% %
% \end{frame}
% %  %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% 
% 
% 
% 
% % %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% % \begin{frame}
% % 
% % \frametitle{Energy Dissipation Control Mechanisms}
% % 
% % \begin{figure}[!H]
% % %\hspace*{-10mm}
% %      \includegraphics[width=3.4cm]{/home/jeremic/tex/works/Thesis/HanYang/Files_Energy_dissipation_01Dec2017/case_plasticity.pdf}
% %      \includegraphics[width=3.4cm]{/home/jeremic/tex/works/Thesis/HanYang/Files_Energy_dissipation_01Dec2017/case_Rayleigh.pdf}
% %      \includegraphics[width=3.4cm]{/home/jeremic/tex/works/Thesis/HanYang/Files_Energy_dissipation_01Dec2017/case_Newmark.pdf}
% % \end{figure}
% % 
% % 
% % % \hspace*{10mm} Numerical  \hspace*{20mm}  Viscous  \hspace*{20mm} Plasticity 
% %  \hspace*{10mm} Plasticity \hspace*{20mm}  Viscous  \hspace*{20mm} Numerical
% % 
% % 
% % 
% % \end{frame}
% % 
% % %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% 
% 
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% \begin{frame}
% 
% \frametitle{Energy Dissipation Control}
% 
% \begin{figure}[!H]
% %\hspace*{-10mm}
% %     \includegraphics[width=3cm]{/home/jeremic/tex/works/Thesis/HanYang/Files_Energy_dissipation_01Dec2017/case_a.pdf}
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%  
% \begin{itemize}
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% \item[] Plastic work can decrease
% \item[] Plastic dissipation always increases
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\section{Real-ESSI Simulator System}

      
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%\subsection*{Real-ESSI Simulator System}
%\subsection{Real ESSI Components}
\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,
\url{http://real-essi.us/}, 
  is  an analysis system   for   time  domain,
linear and  nonlinear,  
elastic and inelastic,  
deterministic  or probabilistic,
3D, 
modeling and simulation of:

\vspace*{-1mm}
    \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:
\vspace*{-1mm}
\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*{3mm}
%    \item[-] Real-ESSI System availability: Linux Executables, AWS, DesignSafe/TACC                   
%  %     \begin{itemize}
%  % %\vspace*{1mm}
%  %      \item[-] Educational  Institutions: AWS and Linux Executables, free 
%  %      \item[-] Government Agencies, National Labs: AWS GovCloud, free
%  %      \item[-] Professional  Practice: AWS and Linux Executables, commercial
%  % %\vspace*{1mm}
%  % %%\vspace*{1mm}
%  % %      \item[-] Sources available to collaborators
%  %     \end{itemize}
%  
%  
%  
%  \vspace*{3mm}
%    \item[-] Real-ESSI education and training: theory and applications
%  
%  
%  
%  \vspace*{3mm}
%    \item[-] Real-ESSI documentation and program available at  
%  \url{http://real-essi.us/}    
%  %\url{http://sokocalo.engr.ucdavis.edu/~jeremic/Real_ESSI_Simulator/}
%  %
%  %\url{http://real-essi.info/}
%  %
%  
%  
%  % \vspace*{2mm}
%  %   \item
%  % 
%  
%  
%  \end{itemize}
%  
%  
%  \end{frame}
%  



% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% \begin{frame}
% \frametitle{Quality Assurance}
% 
% \begin{itemize}
% 
% \item[-] Full verification suit for each element, model, algorithm
% 
% \vspace*{5mm}
% \item[-] Certification process
% 
%  \begin{itemize}
% 
% \vspace*{2mm}
%     \item[-] ASME  NQA-1
%  
% \vspace*{2mm}
%     \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/joint elements: Bonded, Shear/Frictional (EPP, EPH,
%    EPS); Gap/Normal; linear, nonlinear, dry, coupled/saturated,
%  
%  \vspace*{1mm}
%    \item[-] Super element: stiffness and mass matrices
%  
%  \vspace*{1mm}
%    \item[-] Material models: soil, rock, concrete, steel... 
%    
%  \vspace*{1mm}
%    \item[-] Seismic input: 1C and 3C, deterministic or probabilistic
%  
%  \vspace*{1mm}
%    \item[-] Energy dissipation: elastic-plastic, viscous, algorithmic
%  
%  \vspace*{1mm}
%    \item[-] Solid/Structure-Fluid interaction, full coupling, OpenFOAM
%  
%  \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 Simulator: Domain Specific Language, DSL}
%  
%   \begin{itemize}
%     \item[-] Domain Specific Language (DSL), Yacc \& Lex
%  \vspace*{3mm}
%     \item[-] English like modeling and simulation language
%  \vspace*{3mm}
%     \item[-] Parser and compiler, can define functions, models, etc.
%  \vspace*{3mm}
%     \item[-] Can extend models and methods
%  \vspace*{3mm}
%     \item[-] Requires units!
%   \end{itemize}
%  %
%  \end{frame}
%  
%  %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%  
%  
%  
%  
%  
%  %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%  \begin{frame}[fragile]
%   \frametitle{DSL: English Language Binding Modeling Parser}
%  {\footnotesize
%  \begin{lstlisting}
%  // Defining variables
%  x = 7; // x is double-valued variable with adimenisional units.
%  y = 3.972e+2; // Decimal and scientific notation is supported.
%  // Operations: All standard arithmetic operations (Unites!)
%  a = x + y;  // Addition
%  b = x - y;  // Subtraction
%  c = x*y;  // Product
%  d = x/y;  // Quotient
%  e = y%x;  // Modulus (how many times x fits in y)
%  // Predefined variables. For example, the variable 'm' defines 'meter'.
%  L1 = 1*m;
%  L2 = 40*mm;    // Defines L2 to be 40 millimiters.
%  L3 = 3.14*cm;
%  L4 = 3.14;
%  A5 = 3.14*cm^2;
%  \end{lstlisting}
%  }
%  \end{frame}
%  %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%  % %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%  \begin{frame}[fragile]
%   \frametitle{DSL: English Language Modeling Parser}
%  {\footnotesize
%  \begin{lstlisting}
%  F1 = 10*kN; // Define few forces.
%  F2 = 300*N;
%  F3 = 4*kg*g; // Here g is the predefined acceleration
%               // due to gravity.
%  // Operations are sensitive to units. For example,
%  foo = L1 + F1; // Produces an error because units are
%                 // not compatible. However,
%  L4 = L1 + L2 + L3;  // is OK.
%  // Multiplication (division and modulus) always work
%  // because the result produces a quantity with new units
%  // (except when the adimensional quantity is involved).
%  A = L1*L2;
%  pressure = F1 / A;
%  // All numbers are converted to SI units (kg - m - s)
%  // and internally stored in that system.
%  \end{lstlisting}
%  }
%  \end{frame}
%  %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%  %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%  \begin{frame}
%  \frametitle{DSL: ESSI Input Language, Basics}
%  
%  
%  \begin{itemize}
%  
%  \item[-] Angle  brackets  \lstinline|<>| denotes  user input
%  
%  \item[-] Expected   unit (dimension)  is  given (example: 
%  \lstinline|<L>|, for length unit)
%  
%  \item[-] Symbol \lstinline|<.>| represents the adimensional quantity.
%  
%  \item[-] Vertical  bar  \lstinline+|+ (``OR'' sign)) is used to separate two or more keyword
%  options,   i.e.   \lstinline+[a|b|c]+   is   used   indicate   keyword   options
%  \lstinline+a+ or \lstinline+b+ or \lstinline+c+.
%  
%  \item[-] The  symbol  \lstinline+|...|+  is  used  to  denote  where several long options
%  exist  and  are  explained elsewhere (an example of this is available below in a
%  material model definitions).
%  
%  \end{itemize}
%  
%  \end{frame}
%  
%  
%  
%  
%  
%  %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%  \begin{frame}
%  \frametitle{DSL: ESSI Input Language, Units}
%  
%  
%  All    commands  require  unit  consistency.  Base units, SI  or  other (British
%  Imperial)  can be used
%  \begin{itemize}
%    \item[-]  length, symbol  $L$, units [m, in, ft]
%    \item[-]  mass, symbol    $M$, units [kg, lb],
%    \item[-]  time, symbol    $T$, units [s]
%  \end{itemize}
%  
%  Derived units can also be used:
%  
%  \begin{itemize}
%    \item[-] angle, symbol rad (radian), unit [$dimensionless, L/L$]
%    \item[-] force, symbol N (Newton), units [$N, kN, MN, M*L/T^2$],
%    \item[-] stress, symbol Pa (Pascal), units [$Pa, kPa, MPa, N/L^2, M/L/T^2$]
%    \item[-] strain, symbol (no symbol), units [$L/L$]
%    \item[-] mass density, symbol (no symbol), units [$M/L^3$]
%    \item[-] force density, symbol (no symbol), units [$M/L^2/T^2$]
%  \end{itemize}
%  
%  \end{frame}
%  
%  
%  %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%  \begin{frame}
%  \frametitle{DSL: ESSI Input Language, Loading Stages}
%  
%  
%  Start         a    new    loading    stage  with
%  
%  \lstinline|new loading stage "loading_stage_name";|
%  
%  \vspace*{0.5cm}
%  Example,  starting a new loading stage called {\it "self weight load"}
%  
%  \lstinline|new loading stage "self weight load";|
%  
%  
%  
%  
%  
%  
%  \end{frame}
%  
%  
%  
%  %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%  
%  
%  %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%  
%  
%  
%  % % %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%  \begin{frame}[fragile]
%   \frametitle{DSL: Beam Example, Model}
%  
%  
%  
%  \begin{figure}[!h]
%  \begin{center}
%  \includegraphics[width=10cm]{/home/jeremic/tex/works/Conferences/2013/NRC_Short_Course_May2013/Present/Cantilever_Beam.pdf}
%  %\caption{8 node brick element}
%  %\label{fig:8node_command}
%  \end{center}
%  \end{figure}
%  
%  
%  %}
%  \end{frame}
%  
%  %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%  \begin{frame}[fragile]
%   \frametitle{Real ESSI DSL Example}
%  
%  
%  \begin{lstlisting}
%  model name "SmallTestModel";
%  new loading stage "First_static";
%  // Nodal  Coordinates
%  add node # 1 at (0*m, 0*m, 0*m) with 6 dofs;
%  add node # 2 at (0*m, 0*m, 1*m) with 6 dofs;
%  add element # 1 type beam_elastic with
%    nodes (1, 2) cross_section=1.0*m^2
%    elastic_modulus=1.0e5*KN/m^2
%    shear_modulus=2.0e4*KN/m^2
%    torsion_Jx=2*0.083*m^4
%    bending_Iy=0.083*m^4 bending_Iz=0.083*m^4
%    mass_density=2500.0*kg/m^3
%    xz_plane_vector = (0, -1, 0)
%    joint_1_offset = (0.0*m, 0.0*m, 0.0*m)
%    joint_2_offset = (0.0*m, 0.0*m, 0.0*m);
%  \end{lstlisting}
%  
%  \end{frame}
%  %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%  
%  
%  % %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%  \begin{frame}[fragile]
%   \frametitle{Real ESSI DSL Example}
%  
%  
%  \begin{lstlisting}
%  fix node No 1 dofs all;
%  add load # 1 to node # 2 type
%    linear Fx=-9*kN;
%  define load factor increment 0.01;
%  
%  define solver UMFPack;
%  define convergence test
%    Norm_Displacement_Increment
%    tolerance = 1e-5
%    maximum_iterations = 20
%    verbose_level = 4;
%  define algorithm Newton;
%  simulate 100 steps using static algorithm;
%  
%  bye;
%  \end{lstlisting}
%  \end{frame}
%  %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%  
%  
%  %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%  \begin{frame}
%  \frametitle{Real-ESSI Model Development}
%  
%  \begin{itemize}
%  
%      \item[-] Pre-Processing, model development gmsh/gmESSI
%  
%  \vspace*{1mm}
%      \item[-] Existing model translation, SASSI$\rightarrow$Real-ESSI
%  
%  
%  \vspace*{1mm}
%      \item[-] Self documenting input language
%  
%  \vspace*{1mm}
%      \item[-] Units required for all input variables
%  
%  \vspace*{1mm}
%      \item[-] All variables and constants need to be defined by user
%  
%  
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%  \vspace*{1mm}
%      \item[-] Sophistication level of choice
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%  %     \item[-] Reduce modeling uncertainty
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%      \item[-] Model developed in phases
%  
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%      \item[-] Verify model components
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%      \item[-]  Build confidence in inelastic modeling
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%  \end{frame}
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%  %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%  \begin{frame}
%    \frametitle{Real-ESSI  Modeling Phases}
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%  
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%  \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}
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%  %  
%  %  %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%  \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
%  
%  
%  
%  \end{itemize}
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%  \end{frame}
%  
%  
%  
%  
%  
%  








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\begin{frame}
 \frametitle{Real-ESSI Core Functionality}

\begin{itemize}



%\vspace*{2mm}
  \item[-] 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 low or high fidelity models for analysis


\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}
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%OVDE


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\section{Real-ESSI Analysis Examples}



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%\subsection{Seismic Motions}
\subsection{\ }








% 
%     
%     % %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%     
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%  \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)}
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%  % online  
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%  %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%  
%  

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\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}

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\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}

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%  
%  %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%  \begin{frame}
%   \frametitle{When to  use  3C and/or 3$\times$1C}
%  
%  
%  \begin{figure}[!hbpt]
%  \begin{center}
%  %
%  %\includegraphics[width=4.5truecm]{/home/jeremic/tex/works/Papers/2016/3D_vs_3_x_1D_motions/version_04Jan2017/NearFieldESSINPPs/results/3d_vs_1d_6/node_733_acce.pdf}
%  %\includegraphics[width=4.5truecm]{/home/jeremic/tex/works/Papers/2016/3D_vs_3_x_1D_motions/version_04Jan2017/NearFieldESSINPPs/results/6/node_733_acce.pdf}
%  % %
%  % \\
%  % \includegraphics[width=9.5truecm]{/home/jeremic/tex/works/Papers/2016/3D_vs_3_x_1D_motions/version_04Jan2017/NearFieldESSINPPs/results/3d_vs_1d_6/node_733_fft.pdf}
%  % \\
%  \includegraphics[width=11truecm]{/home/jeremic/tex/works/consulting/2017/IAEA/TECDOC/Version_14Mar2017/1Dvs3x1Dvs3D_waves.pdf}
%  \end{center}
%  \end{figure}
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%  \end{frame}
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\begin{frame}
\frametitle{6C vs 1C NPP ESSI Response Comparison}

 
% local
\vspace*{-2mm}
\begin{center}
\hspace*{-7mm}
%\movie[label=show3,width=8.8cm,poster,autostart,showcontrols]
\movie[label=show3,width=8.8cm,poster, showcontrols]
  {\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}
\end{center}
% local
%  \vspace*{-2mm}
%  \begin{center}
%  \hspace*{-7mm}
%  \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}
  {\tiny (MP4)}
\end{flushleft}
% online



% out 
% out  \vspace*{-2mm}
% out  \begin{center}
% out  \hspace*{-7mm}
% out  \movie[label=show3,width=8.8cm,poster,autostart,showcontrols]
% out    {\includegraphics[width=69mm]{BJicon.png}}
% out    {movie_2_npps.mp4}
% out  \end{center}
% out  
% out  
% out  \begin{flushleft}
% out  \vspace*{-15mm}
% out  \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}
% out    {\tiny (MP4)}
% out  \end{flushleft}
% out  %
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%  
%  %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%  \begin{frame}
%   \frametitle{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 zone, structure, foundation, dissipators
%           \item[] Viscous coupling with internal/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 energy dissipation/production
%  
%  
%  \end{itemize}
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%  \end{frame}
%  %  %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
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%  \begin{frame}
%   
%  \frametitle{Plastic Energy Dissipation}
%  
%  
%  \vspace*{2mm}
%  
%  
%  \begin{itemize}
%   
%  \item[]  Single elastic-plastic element under cyclic shear loading
%   
%  \item[] Plastic work is NOT plastic dissipation
%  \end{itemize}
%   
%  %\vspace*{-7mm}
%  \begin{figure}[!hbpt]
%  \begin{center}
%  \hspace*{-5mm}
%  \includegraphics[width=11.0truecm]{/home/jeremic/tex/works/Thesis/HanYang/Files_06June2017/DOE_Annual_2017/Figures/Dissipation_Material.png}
%  \end{center}
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% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% \begin{frame}
% 
% \frametitle{Energy Dissipation Control Mechanisms}
% 
% \begin{figure}[!H]
% %\hspace*{-10mm}
%      \includegraphics[width=3.4cm]{/home/jeremic/tex/works/Thesis/HanYang/Files_Energy_dissipation_01Dec2017/case_plasticity.pdf}
%      \includegraphics[width=3.4cm]{/home/jeremic/tex/works/Thesis/HanYang/Files_Energy_dissipation_01Dec2017/case_Rayleigh.pdf}
%      \includegraphics[width=3.4cm]{/home/jeremic/tex/works/Thesis/HanYang/Files_Energy_dissipation_01Dec2017/case_Newmark.pdf}
% \end{figure}
% 
% 
% % \hspace*{10mm} Numerical  \hspace*{20mm}  Viscous  \hspace*{20mm} Plasticity 
%  \hspace*{10mm} Plasticity \hspace*{20mm}  Viscous  \hspace*{20mm} Numerical
% 
% 
% 
% \end{frame}
% 
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%


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%  \begin{frame}
%  
%  \frametitle{Energy Dissipation Control}
%  
%  \begin{figure}[!H]
%  %\hspace*{-10mm}
%  %     \includegraphics[width=3cm]{/home/jeremic/tex/works/Thesis/HanYang/Files_Energy_dissipation_01Dec2017/case_a.pdf}
%  %     \includegraphics[width=3cm]{/home/jeremic/tex/works/Thesis/HanYang/Files_Energy_dissipation_01Dec2017/case_b.pdf}
%       \includegraphics[width=9cm]{/home/jeremic/tex/works/Thesis/HanYang/Files_Energy_dissipation_01Dec2017/case_g.pdf}
%  %     \includegraphics[width=3cm]{/home/jeremic/tex/works/Thesis/HanYang/Files_Energy_dissipation_01Dec2017/case_e.pdf}
%  \end{figure}
%  
%  
%  
%  
%  \end{frame}

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%  
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\begin{frame}

 \frametitle{Acceleration Traces, Elastic vs Inelastic }


\hspace*{-35mm}
  \begin{figure}[!h]
  \vspace*{-2mm}
  \begin{center}
  \hspace*{-25mm}
   \includegraphics[width=7.0cm]{/home/jeremic/tex/works/Thesis/SumeetKumarSinha/Files_10Aug2017/Npp_Non_Linear_Effects/images/Acceleration_Elastic_Without_Contact_SMIRT_2017.pdf}
  \hspace*{-18mm}
   \includegraphics[width=7.0cm]{/home/jeremic/tex/works/Thesis/SumeetKumarSinha/Files_10Aug2017/Npp_Non_Linear_Effects/images/Acceleration_Inelastic_With_Contact_SMIRT_2017.pdf}
  \hspace*{-25mm}
  \end{center}
 \end{figure}
\hspace*{-35mm}

\hspace*{5mm} Elastic  \hspace*{30mm} Inelastic, Reduced Acc. \hspace*{40mm} 

\end{frame}

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\begin{frame}

 
 \frametitle{Displacement Traces, Elastic vs Inelastic}
 
\hspace*{-35mm}
  \begin{figure}[!h]
  \vspace*{-2mm}
  \begin{center}
  \hspace*{-25mm}
   \includegraphics[width=7.0cm]{/home/jeremic/tex/works/Thesis/SumeetKumarSinha/Files_10Aug2017/Npp_Non_Linear_Effects/images/Elastic_Without_Contact_SMIRT_2017.pdf}
 \hspace*{-18mm}
   \includegraphics[width=7.0cm]{/home/jeremic/tex/works/Thesis/SumeetKumarSinha/Files_10Aug2017/Npp_Non_Linear_Effects/images/Inelastic_With_Contact_SMIRT_2017.pdf}
  \hspace*{-25mm}
  \end{center}
 \end{figure}
\hspace*{-35mm}

\hspace*{5mm} Elastic  \hspace*{30mm} Inelastic, Permanent Deformation \hspace*{40mm} 

\end{frame}
 
 

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%    
%     %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%     \begin{frame}
%     
%     \frametitle{Elastic and Inelastic Response: Differences}
%     
%     % 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]
%     {\includegraphics[width=10cm]
%     {/home/jeremic/tex/works/Thesis/SumeetKumarSinha/Files_13Aug2017/NPP_Non_Linear_Effects_Sumeet.jpg}}
%     {/home/jeremic/tex/works/Thesis/SumeetKumarSinha/Files_13Aug2017/NPP_Non_Linear_Effects_Sumeet.mp4}
%     \end{center}
%     
%     
%     
%     \begin{flushleft}
%     \vspace*{-15mm}
%     \href{http://sokocalo.engr.ucdavis.edu/~jeremic/lecture_notes_online_material/_Chapter_Applications_ESSI_for_NPPs/NPP_animations_August2017/NPP_Non_Linear_Effects_Sumeet.mp4}
%     %  \href{./homo_50m-mesh_45degree_Ormsby.mp4}
%       {\tiny (MP4)}
%     \end{flushleft}
%     %
%     
%     
%     \end{frame}
%     
%     %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%


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\begin{frame}

\frametitle{Energy Dissipation in a Large-Scale Model}

% 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]
{\includegraphics[width=10cm]
{/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}
\end{center}




\begin{flushleft}
\vspace*{-15mm}
\href{http://sokocalo.engr.ucdavis.edu/~jeremic/lecture_notes_online_material/_Chapter_Applications_ESSI_for_NPPs/Energy_Dissipation_Animations/NPP_Plastic_Dissipation.mp4}
%  \href{./homo_50m-mesh_45degree_Ormsby.mp4}
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\begin{frame}
 
 \frametitle{Concrete Walls, ASR Concrete}



\begin{figure}[!htbp]
\hspace*{-10mm}
\centering
\includegraphics[width=3.0truecm]{/home/jeremic/tex/works/Thesis/HanYang/Shear_Wall_Presentation_26Apr2018/Presentation/Figures/Damage_3000.pdf}
\hspace*{-5mm}
\includegraphics[width=3.0truecm]{/home/jeremic/tex/works/Thesis/HanYang/Shear_Wall_Presentation_26Apr2018/Presentation/Figures/Damage_5000.pdf}
\hspace*{-5mm}
\includegraphics[width=3.0truecm]{/home/jeremic/tex/works/Thesis/HanYang/Shear_Wall_Presentation_26Apr2018/Presentation/Figures/Damage_10000.pdf}
\end{figure}

\footnotesize
\vspace{-3mm}
\hspace{6mm}
damage at:  $u_y$ = 1.4 mm
\hspace{6mm}
 $u_y$ = 1.8 mm
\hspace{6mm}
  $u_y$ = 3.0 mm




\begin{figure}[!htbp]
\hspace*{-8mm}
\centering
\includegraphics[width=3truecm]{/home/jeremic/tex/works/Thesis/HanYang/Shear_Wall_Presentation_26Apr2018/Presentation/Figures/Reg_A_Force_Displacement.pdf}
\hspace*{20mm}
\includegraphics[width=3truecm]{/home/jeremic/tex/works/Thesis/HanYang/Shear_Wall_Presentation_26Apr2018/Presentation/Figures/ASR_A1_Force_Displacement.pdf}
\end{figure}

\footnotesize
\vspace{-5mm}
\hspace{15mm}
Regular concrete
\hspace{25mm}
 ASR Concrete




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\begin{frame}
 \frametitle{Building on Liquefiable Soil}



\vspace*{16mm}

\noindent
Plastic Strain \hspace*{40mm} Pore Fluid Pressures

\vspace*{-1mm}
% local
%\vspace*{-2mm}
\begin{center}
\hspace*{-16mm}
%\movie[label=show3,width=5.6cm,poster,autostart,showcontrols]
\movie[label=show3,width=61mm, showcontrols]
  {\includegraphics[width=60mm]
  {/home/jeremic/tex/works/Thesis/HanYang/Liquefaction_models_Nov-Dec2021/Plastic_Strain.jpg}}
  {/home/jeremic/tex/works/Thesis/HanYang/Liquefaction_models_Nov-Dec2021/Plastic_Strain.mp4}
%\hspace*{-2mm}
%\hfill
%\movie[label=show3,width=5.6cm,poster,autostart,showcontrols]
\movie[label=show3,width=61mm, showcontrols]
  {\includegraphics[width=60mm]
  {/home/jeremic/tex/works/Thesis/HanYang/Liquefaction_models_Nov-Dec2021/Pore_Presure.jpg}}
  {/home/jeremic/tex/works/Thesis/HanYang/Liquefaction_models_Nov-Dec2021/Pore_Presure.mp4}
\hspace*{-16mm}
\end{center}
% local

\vspace*{-1mm}

% online
\begin{center}
\href{http://sokocalo.engr.ucdavis.edu/~jeremic/lecture_notes_online_material/_Chapter_Applications_Earthquake_Soil_Structure_Interaction_General_Aspects/building_on_liquefiable_soil_ETH_model/Plastic_Strain.mp4}
{\tiny (MP4)}
%
\href{http://sokocalo.engr.ucdavis.edu/~jeremic/lecture_notes_online_material/_Chapter_Applications_Earthquake_Soil_Structure_Interaction_General_Aspects/building_on_liquefiable_soil_ETH_model/Pore_Presure.mp4}
 {\tiny (MP4)}
\end{center}
% online

\end{frame}




   

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\begin{frame}
 \frametitle{Structure-Fluid Interaction}



%\vspace*{-5mm}
\begin{center}
% \hspace*{-15mm}
\movie[label=show3,width=9cm,poster,autostart,showcontrols]
{\includegraphics[width=8.5cm]
{/home/jeremic/tex/works/Conferences/2017/DOE_Project_Review_Meeting_LBNL_09June2017/Present/Solid-Fluid-Interaction.jpg}}
{/home/jeremic/public_html/lecture_notes_online_material/_Chapter_Applications_Earthquake_Soil_Structure_Interaction_General_Aspects/Fluid_Solid_interaction/Solid_Fluid_Interaction_NEW.mpeg}
\end{center}





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





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\begingroup

\setbeamertemplate{footline}{}

\begin{frame}

%\frametitle{TDNIPSRA Framework}
\frametitle{Application: Seismic Hazard}

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\begin{textblock}{15}(0, 4.0)
\includegraphics[width=0.35\linewidth]{/home/jeremic/tex/works/Conferences/2020/Natural_Phenomena_Hazard_Oct2020/present/from_Hexiang_17Oct2020/pic/UCERF3.pdf}
\end{textblock}

\begin{textblock}{15}(0.3, 3.5)
\scriptsize{Seismic source characterization}
\end{textblock}

\begin{textblock}{15}(2.9, 5.2)
\tiny{UCERF3 (2014)}
\end{textblock}

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\begin{textblock}{15}(5.1, 6.5)
%$\Rightarrow$
{\Large $\rightarrow$}
\end{textblock}
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\begin{textblock}{15}(5.8, 3.9)
\vspace*{1mm}
\includegraphics[width=0.27\linewidth]{/home/jeremic/tex/works/Conferences/2020/Natural_Phenomena_Hazard_Oct2020/present/from_Hexiang_17Oct2020/pic/SMSIM.pdf}
\end{textblock}


\begin{textblock}{15}(7.1, 6.2)
\scalebox{.9}{\tiny{Fourier spectra}}
\\
\vspace*{-0.2cm}
\scalebox{.9}{\tiny{\hspace{0.14cm} Boore(2003)}}
\end{textblock}

\begin{textblock}{15}(6.1, 3.5)
\scriptsize{Stochastic ground motion}
\end{textblock}

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\begin{textblock}{15}(9.9, 6.5)
%{\bf $\Rightarrow$}
{\Large $\rightarrow$}
\end{textblock}
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\begin{textblock}{15}(10.5, 4.2)
% \includegraphics[width=0.35\linewidth]{pic/KL_exact_dis_correlation_from_dis.pdf}
\includegraphics[width=0.35\linewidth]{/home/jeremic/tex/works/Conferences/2020/Natural_Phenomena_Hazard_Oct2020/present/from_Hexiang_17Oct2020/pic/Acc_realization_200.pdf}
\end{textblock}

\begin{textblock}{15}(11.1, 9.6)
\scriptsize{Uncertainty characterization \\
\hspace{0.1cm} Hermite polynomial chaos}
\end{textblock}


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\begin{textblock}{15}(10.2, 13.2)
{\Large $\leftarrow$}
\end{textblock}
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\begin{textblock}{15}(11, 11.2)
\includegraphics[width=0.35\linewidth]{/home/jeremic/tex/works/Conferences/2020/Natural_Phenomena_Hazard_Oct2020/present/from_Hexiang_17Oct2020/pic/structural_uncertainty.pdf}
\end{textblock}

\begin{textblock}{15}(5.3, 10.75)
\includegraphics[width=0.33\linewidth]{/home/jeremic/tex/works/Conferences/2020/Natural_Phenomena_Hazard_Oct2020/present/from_Hexiang_17Oct2020/pic/probabilsitc_evolution.png}
\end{textblock}

\begin{textblock}{15}(5.4, 9.6)
\scriptsize{\quad \quad Uncertainty propagation \\ 
\quad \quad \quad \quad SEPFEM}
\end{textblock}

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\begin{textblock}{15}(4.6, 13.2)
%$\Leftarrow$
{\Large $\leftarrow$}
\end{textblock}
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\begin{textblock}{15}(0.3, 11.0)
\includegraphics[width=0.29\linewidth]{/home/jeremic/tex/works/Conferences/2020/Natural_Phenomena_Hazard_Oct2020/present/from_Hexiang_17Oct2020/pic/seismic_risk_result_framework.png}
\end{textblock}

\begin{tikzpicture}[remember picture, overlay]
\draw[line width=1pt, draw=black, rounded corners=4pt, fill=gray!20, fill opacity=1]
([xshift=-25pt,yshift=-55pt]$(pic cs:a) + (0pt,8pt)$) rectangle ([xshift=95pt,yshift=-18pt]$(pic cs:b)+(0pt,-2pt)$);
\end{tikzpicture}


\begin{textblock}{15}(-0.1, 9.3)
\scriptsize
\quad \quad \quad \quad $\lambda(EDP>z)=$

$\quad \sum N_i(M_i, R_i) P(EDP>z|M_i, R_i)$
\end{textblock}

\begin{textblock}{15}(1.6, 10.7)
\scriptsize{EDP hazard/risk}
\end{textblock}

\end{frame}

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%\section{Conclusion}
\section{Summary}



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





 
%  
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%  \begin{frame} 
%  
%  \frametitle{Real-ESSI Simulator System}
%  
%  The  Real-ESSI, Realistic  
%  {\underline {\bf M}}odeling  and  
%  {\underline {\bf 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  high  fidelity,  high  performance,  time  domain,
%  nonlinear/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}
%  
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\begin{frame}
  \frametitle{Summary}

  \begin{itemize}

%    \item[-] Importance   of   using  proper  models  correctly  (verification,
%    validation, level of sophistication)
%     
 
%    \item[-] Reduction of modeling uncertainty 
%
\vspace*{1mm}
    \item[-] Numerical modeling to predict and inform

%\vspace*{1mm}
%    \item[-] Change of demand due to inelastic effects

%\vspace*{-1mm}
%      \begin{itemize}
%         \item[-] Reduction of dynamic motions
%         \item[-] Increase in deformations
%      \end{itemize}



\vspace*{1mm}
    \item[-] Engineer needs to know!
%    \item[-]  Sophisticated inelastic/nonlinear modeling and simulations need to be
%    done carefully and in phases


\vspace*{1mm}
    \item[-] Education and Training is the key!


\vspace*{1mm}
   \item[-]     Collaborators:    
   Yang,  
   Wang, 
   Kanellopoulos,
   Feng,  
   Behbehani,  
   Sinha,  
   Wang,
   Pisan{\'o}, 
   Abell, 
   Tafazzoli, 
   Jie, 
   Preisig, 
   Tasiopoulou, 
   Watanabe, 
   Luo, 
   Cheng, 
   Yang.
   
   

\vspace*{1mm}
  \item[-]  Funding  from  and  collaboration  with the 
  US-DOE, 
  US-NRC, 
  US-NSF, 
  CNSC-CCSN, 
  CH-ENSI, 
  UN-IAEA, 
  ATC/US-FEMA, 
  and 
  Shimizu Corp. is greatly appreciated,


\vspace*{1mm}
  \item[-]  
    \url{http://real-essi.us}
%    \url{http://real-essi.us}
%    \url{http://sokocalo.engr.ucdavis.edu/~jeremic}
      

\end{itemize}



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