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\usepackage{epstopdf}


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

 
\usepackage[absolute,overlay]{textpos}




 
\usepackage{threeparttable}

%\usepackage{MnSymbol}%
% for smileys
\usepackage{wasysym}%
\usepackage{multirow}
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\usepackage{subfig}
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%used for truncated section title in headers
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\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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% \fi
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% % for not showing eq numbers unless eq is references
% \usepackage[fleqn,tbtags]{mathtools}
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%   }

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\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
%  \usetheme{Warsaw}
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%  \setbeamercovered{transparent}
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%  \usecolortheme{beetle} % siva pozadina (vrh plav)
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%%%%%%%
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%   \usefonttheme{structuresmallcapsserif}
}

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\usepackage[greek,english]{babel}



\usepackage{amsmath}
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\newcommand{\ud}{{\rm d}}


\usepackage{array}



%%%%  HYPERREF  HYPERREF  HYPERREF  HYPERREF  HYPERREF
%%%%  HYPERREF  HYPERREF  HYPERREF  HYPERREF  HYPERREF
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\usepackage{hyperref}
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  pdftoolbar=true,
  pdfpagemode={None}
             colorlinks=true,
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}
% \usepackage[pdfauthor={Boris Jeremic},
%             colorlinks=true,
%             linkcolor=webblue,
%             citecolor=webblue,
%             urlcolor=webblue,
%             linktocpage,
%             pdftex]{hyperref}


\usepackage{pause}
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\usepackage[latin1]{inputenc}
% or whatever
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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[{\cyrosam
Numerichka analiza interakcije tla i 
konstrukcije usled dejstva zemljotresa}]
        {{\cyrsesnaest Numerichka analiza interakcije tla i 
konstrukcije usled dejstva zemljotresa
}}




%
%\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=2mm]{university-logo}{/home/jeremic/BG/amblemi/ucdavis_logo_blue_sm}
\pgfdeclareimage[height=7mm]{lbnl-logo}{/home/jeremic/BG/amblemi/lbnl-logo}
\pgfdeclareimage[height=2mm]{ETH-logo}{/home/jeremic/BG/amblemi/ETH-logo-veliki}


 
%\author[Boris Jeremi{\'c}, CompGeoMech \includegraphics[width=8cm]{/home/jeremic/BG/amblemi/ucdavis_logo_gold_lrg}] % (optional, use only with lots of authors)
\author[{\cyrosam Jeremi\cj{}}] % (optional, use only with lots of authors)
{\cyrsesnaest Boris~Jeremi\cj{}}
% - Give the names in the same order as the appear in the paper.
% - Use the \inst{?} command only if the authors have different
%   affiliation.

% 
% 
% \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}\hspace*{0.1truecm}\pgfuseimage{ETH-logo}] % (optional, but mostly needed)
\institute[\pgfuseimage{university-logo}] % (optional, but mostly needed)
%{ Professor, University of California, Davis\\
{ Professor, University of California, Davis, CA, USA \\
%  and\\
%  Faculty Scientist, Lawrence Berkeley National Laboratory, Berkeley }
  Faculty Scientist, Lawrence Berkeley National Laboratory, Berkeley, CA, USA \\
  Visiting Professor, Swiss Federal Institute of Technology, Z{\" u}rich, CH 
  }
% - 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)
{\cyrdvanaest Srpsko Udruzhenje za zemljotresno inzhenjerstvo 
         \\
         SUZI 
        \\
        23-i April 2020 
%        \\ ~
%        \\ ~
        \\ ~  \vspace*{-8mm}
%        \\ ~
        \flushleft{\hspace*{-10mm}\framebox{\rm \tiny please use google chrome to view this PDF 
                                   so that animation links work }}
%        \lstinline|please use google chrome to view this PDF!
        }


\subject{}


% This is only inserted into the PDF information catalog. Can be left
% out.



% If you have a file called "university-logo-filename.xxx", where xxx
% is a graphic format that can be processed by latex or pdflatex,
% resp., then you can add a logo as follows:

%\pgfdeclareimage[height=0.2cm]{university-logo}{/home/jeremic/BG/amblemi/ucdavis_logo_gold_lrg}
%\logo{\pgfuseimage{university-logo}}

% \pgfdeclareimage[height=0.5cm]{university-logo}{university-logo-filename}
% \logo{\pgfuseimage{university-logo}}




% Delete this, if you do not want the table of contents to pop up at
% the beginning of each subsection:
% \AtBeginSubsection[]
\setcounter{tocdepth}{3}
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% \AtBeginSection[]
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   \begin{scriptsize}
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     \frametitle{Outline}
     \tableofcontents[currentsection,currentsubsection]
%    \tableofcontents[currentsection]
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\begin{document}

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\begin{frame}
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\begin{frame}
  \frametitle{Outline}

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

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

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

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



%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
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%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%\section{\cyrdeset Uvod}
\section{Introduction}




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

%\subsection{Motivation}
\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*{3mm}
  \item[-]  Reduction  of modeling uncertainty

\vspace*{3mm}
  \item[-]  Choice of analysis level of sophistication


\vspace*{3mm}
  \item[-] Goal: Predict and Inform rather than fit

\vspace*{3mm}
  \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}
%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
  


  
%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
\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}
\vspace*{1mm}
      \item[] Safety 
\vspace*{1mm}
      \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{Early Work on ESSI}

  \begin{itemize}
         \item[-] Professor Kyoji Suyehiro 
      \vspace*{1mm}
         \item[-]  Ship engineer (Professor of Naval Arch. at U. of Tokyo),
      \vspace*{1mm}
         \item[-]  Witnessed Great Kant{\= o} earthquake, 
               Tokyo, 01Sep1923
                11:58(7.5),    
                12:01(7.3),    
                12.03(7.2),   
                shaking until 12:08
      \vspace*{1mm}
         \item[-]  Saw earthquake surface waves travel and buildings sway 
      \vspace*{1mm}
         \item[-]   Became  founding Director of the 
                Earthquake Engineering Research
                Institute at the Univ. of Tokyo,
      \vspace*{1mm}
         \item[-]   His published records (ASCE 1932) show 
                four times more damage to soft
                wooden buildings on soft ground 
                then same buildings on stiff soil
  \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{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}
% 
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% 

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

% 
% % %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% \begin{frame}
%  
% \frametitle{Energy Dissipation on Material Level}
% 
% 
% \vspace*{2mm}
%  
%  Single elastic-plastic element under cyclic shear loading
%  
% \begin{itemize}
% \item[] Difference between plastic work and plastic dissipation
% \item[] Plastic work can decrease
% \item[] Plastic dissipation always increases
% \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}
% \end{figure}
%   
% \end{frame}
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% 

% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% \begin{frame}
% \frametitle{Liquefaction as Base Isolation, Model}
% 
% \begin{figure}[!hbpt]
% \begin{center}
% \includegraphics[width=4.5truecm]{/home/jeremic/tex/works/Conferences/2017/Slovenia_IAEA_short_course/present/SSI-Site_Response_Analysis/Liquefaction_04.jpg}
% \end{center}
% \end{figure}
% 
% \end{frame}
% 
% 
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% \begin{frame}
% \frametitle{Liquefaction, Wave Propagation}
% 
% \begin{figure}[!hbpt]
% \begin{center}
% \includegraphics[width=5.5truecm]{/home/jeremic/tex/works/Conferences/2017/Slovenia_IAEA_short_course/present/SSI-Site_Response_Analysis/Liquefaction_01.jpg}
% \end{center}
% \end{figure}
% 
% \end{frame}
% 
% 
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% \begin{frame}
% \frametitle{Liquefaction, Stress-Strain Response}
% 
% \begin{figure}[!hbpt]
% \begin{center}
% \includegraphics[width=5.5truecm]{/home/jeremic/tex/works/Conferences/2017/Slovenia_IAEA_short_course/present/SSI-Site_Response_Analysis/Liquefaction_03.jpg}
% \end{center}
% \end{figure}
% 
% \end{frame}
% 
% 
% 
% 
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% 
% \begin{frame}
% 
% \frametitle{Buoyant Force Simulation}
% 
% \begin{figure}[!H]
% \hspace*{-10mm}
%      \includegraphics[width=7cm]{/home/jeremic/tex/works/Thesis/HexiangWang/Files_SMiRT_11Aug2017/pic/upU_element_type_annotation.pdf}
%      \includegraphics[width=5cm]{/home/jeremic/tex/works/Thesis/HexiangWang/Files_SMiRT_11Aug2017/pic/bouyant_displacement.pdf}
% \end{figure}
% 
% % -  %
% % -  % \begin{tikzpicture}[remember picture,overlay]
% % -  %    \node[anchor=south west,inner sep=0pt] at ($(current page.south west)+(7.5cm,2.5cm)$) {
% % -  %      \includegraphics[width=0.4\textwidth]{/home/jeremic/tex/works/Thesis/HexiangWang/Files_SMiRT_11Aug2017/pic/bouyant_displacement.pdf}};
% % -  % \end{tikzpicture}
% % -
% % -  %  \vspace{-1.4cm}
% %  \begin{itemize}
% %   \item[-]\scriptsize Upward structural displacement under buoyant force
% %  \end{itemize}
% \end{frame}
% 
% 

%

     
% 
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% 
% \begin{frame}
%  \frametitle{Solid/Structure-Fluid Interaction, Example}
% 
% 
% 
% %\vspace*{-5mm}
% \begin{center}
% % \hspace*{-15mm}
% \movie[label=show3,width=9cm,poster,autostart,showcontrols]
% \movie[label=show3,width=9cm,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}
% 
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\section{Real-ESSI Simulator System}

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



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\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 and inelastic,  
deterministic  or probabilistic,
3D, 
modeling and simulation of 
Earthquakes, Soils Structures and their Interaction.
% 
%     \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}


\vspace*{3mm}

Real-ESSI is used for:
\begin{itemize}
%\vspace*{1mm}
  \item[-] Design, linear elastic, load combinations, dimensioning


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

\vspace*{3mm}

\url{http://real-essi.us/}


\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.info/}    
% %\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 millimeters.
%  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
%  
%  
%  
%  \vspace*{1mm}
%      \item[-] Sophistication level of choice
%  
%  %\vspace*{1mm}
%  %     \item[-] Reduce modeling uncertainty
%  
%  \vspace*{1mm}
%      \item[-] Model developed in phases
%  
%  \vspace*{1mm}
%      \item[-] Verify model components
%  
%  
%  \vspace*{1mm}
%      \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}
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%   \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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%  %\vspace*{2mm}
%    \item[-][-] Introduction to inelastic, nonlinear analysis for practicing engineers
%  
%  % 
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%  %    \item[-]Usable models for professional practice
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%  %   practice
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%  %          material data however, sensitivity study is advised
%  %    
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%  %          \item[-]High sophistication  nonlinear models, require material data
%  %       
%  %       
%  %       \end{itemize}
%  %  
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%  \vspace*{2mm}
%    \item[-]   Use  of prescribed, required (low, medium, high) fidelity numerical
%    models to analyze ESSI behavior
%  
%  
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%    \item[-]  Set of suggested modeling and simulation parameters
%  
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%    \item[-]  Investigate  sensitivity  of  response  to model sophistication
%  
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%    \item[-]  Investigate  sensitivity  of response  to model parameters
%  
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%  %   \item[]  Accurately   follow  the  flow   of  seismic  energy  in  a
%  %   soil structure system
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%  %   \item[]   The  goal is to create methodology and numerical tool that is used to 
%  %   predict and inform and not to fit
%  % 
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%  % %  \item[]   Directing,   in   space   and   time,   seismic  energy  flow  in  the
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%     \item[-] Structural elements: Truss, Beam, Shell, Super-Element
%  
%  \vspace*{2mm}
%     \item[-] Soil, solids:  elastic, $G/G_{max}$
%          
%  \vspace*{2mm}
%     \item[-] Contacts/interfaces/joints: Bonded, Frictional (EPP, EPH, EPS), Gap
%     open/close
%  
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%  \vspace*{2mm}
%     \item[-] Loads: Static, Dynamic (earthquake, 1C or 3$\times$1C), Restart   
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%    \item[-]Real-ESSI Education 
%      \begin{itemize}
%  \vspace*{1mm}
%        \item[-] Online courses
%  \vspace*{1mm}
%        \item[-] Educational short videos
%  \vspace*{1mm}
%       \item[-] Professional practice 
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%  %        \item[-]Developers 
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%       \item[-] Practical examples available in lecture notes, and documentation
%  \vspace*{1mm}
%       \item[-] Documentation, Lecture Notes:
%               (I) Theory and Computational Formulation,
%               (II) Software and Hardware System,
%               (III) Verification and Validation,
%               (IV) Modeling and Simulation Examples,
%               (V) Application to Practical Engineering Problems.
%  
%      \end{itemize}
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%  %\vspace{1mm}
%  %  \item[-]Documentation, extensive
%  
%  \vspace{2mm}
%    \item[-]Lecture notes available online through 
%  \url{http://real-essi.info/}    
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\begin{frame}
 \frametitle{Verification and Validation}
\begin{itemize}
    
    



     \item[-] {{  Verification:}  provides  evidence  that  the  model is solved
     correctly.} Mathematics issue.  
%      Well developed 
%     for the Real ESSI Simulator.

\vspace*{2mm}
     \item[-] {{  Validation:}  provides  evidence  that  the  correct  model is
     solved.} Physics issue. 
%     Work in progress, US-DOE project. 
        
\vspace*{2mm}
   \item[-] {  Prediction:}  use  of  computational  model
   to  foretell  the  state  of  a  physical  system  under  consideration under
   conditions for which the computational model has not been validated.
  

\vspace*{2mm}
\item[-] How good are our numerical predictions?

\vspace*{2mm}
\item[-]  Use  simulation  tools  to improve safety and economy?


%   \item[-]{  Prediction under Uncertainty}:  use  of  computational  model
%   to  predict  the  state  of SSI system under
%   conditions for which the computational model has not been validated.
% 
% 
%   
% \vspace*{1mm}
%    \item[-] Modeling  and  parametric uncertainties are always present, need to be
%    addressed 
% 
% %\vspace*{1mm}
% %   \item[-]Predictive capabilities with {low Kolmogorov Complexity}
% %
% 
% \vspace*{1mm}
%      \item[-]Goal: Predict and Inform and rather than (force) Fit
% 
% 



\end{itemize}
\end{frame}




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\begin{frame}
\frametitle{V \& V Motivation}



\begin{itemize}


%\vspace*{0.5cm}
\vspace*{1mm}
\item[-] How much can (should) we trust  model implementations (verification)?

%\vspace*{0.5cm}
\vspace*{1mm}
\item[-] How much can (should)d we trust numerical simulations (validation)?

% %\vspace*{0.5cm}
% \item[-] How good are our numerical predictions?

%\vspace*{0.5cm}
\vspace*{1mm}
\item[-]   Can      simulation  tools  be used for improving safety and economy?

%   \vspace*{2.0truecm}
\vspace*{1mm}
   \item[-] V  \&  V  procedures  are  the  primary means of assessing accuracy in
   modeling and computational simulations

%   \vspace*{1.0truecm}
\vspace*{1mm}
   \item[-] V  \&  V  procedures  are the tools with which we build confidence and
   credibility in modeling and computational simulations




%\vspace*{2.5cm}
%\item[-]How do we  use experimental simulations   to improve models




\end{itemize}




\end{frame}



   
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% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% \begin{frame}
%  \frametitle{Role of Verification and Validation}
% 
% 
% 
% \begin{figure}[!h]
% \begin{center}
% \hspace*{-2cm}
% %{\includegraphics[width=5.0cm]{/home/jeremic/tex/works/Conferences/2012/ASME_V_and_V_symposium/presentetation/RoleVV_NEW_knowledge.pdf}}
% {\includegraphics[width=5.0cm]{/home/jeremic/tex/works/Conferences/2013/NRC_Short_Course_May2013/Present/Present06_figs/RoleVV_NEW_knowledge.pdf}}
% %{\includegraphics[width=6.5cm]{/home/jeremic/tex/works/Conferences/2011/USNCCM11_Minneapolis/Coupled/Present/VandV_ODEN.jpg}}
% {\includegraphics[width=6.5cm]{/home/jeremic/tex/works/Conferences/2013/NRC_Short_Course_May2013/Present/Present06_figs/VandV_ODEN.jpg}}
% \hspace*{-2cm}
% \end{center}
% \end{figure}
% 
% {Oberkampf et al. \hspace*{4cm}  Oden et al.}
% %
% %\item[-]Models available (some now, some later)
% %\vspace*{-2.0cm}
% 
% %
% %\item[-]Models available (some now, some later)
% %\vspace*{-2.0cm}
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\begin{frame}
  \frametitle{Fundamentals of Verification and Validation}



%--


\begin{figure}[!h]
% \vspace*{-0.5cm}
\hspace*{-8mm}
%\begin{center}
%{\includegraphics[width=11cm]{/home/jeremic/tex/works/Conferences/2005/OpenSeesWorkshopAugust/DeveloperSymposium/VerifValidFund01.pdf}}
{\includegraphics[width=12cm]{/home/jeremic/tex/works/Conferences/2013/NRC_Short_Course_May2013/Present/Present06_figs/VerifValidFund01.pdf}}
%\end{center}
\end{figure}


\end{frame}


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\begin{frame}
\frametitle{Important Sources}



\begin{itemize}




%\item[-] {\it  Short Course on Verification and Validation in
%Computational Mechanics}, by {\sc Dr. William Oberkampf}, Sandia National Laboratories
%July 27th, 2003, Albuquerque, New Mexico.

\item[-]
{\sc W.~L. Oberkampf, T.~G. Trucano, and C. Hirsch.}
Verification, validation and predictive capability in computational
  engineering and physics.
In {\em Proceedings of the Foundations for Verification and
  Validation on the 21st Century Workshop}, pages 1--74, Laurel, Maryland,
  October 22-23 2002. Johns Hopkins University / Applied Physics Laboratory.
%{\href{http://sokocalo.engr.ucdavis.edu/~jeremic/UsefulReadings/Oberkampf-Trucano-Hirsch.pdf}
%{PDF available here}}


\item[-]
{\sc P.~J. Roache.}
 {\em Verification and Validation in Computational Science and
  Engineering}.
Hermosa publishers, 1998.
ISBN 0-913478-08-3.
%


% \item[-]Material from {\it Verification and Validation in Computational Mechanics}
% web site \texttt{http://www.usacm.org/vnvcsm/} at the USACM.

 \item[-] William L. Oberkampf and Christopher J. Roy. Verification and Validation
 in Scientific Computing. Cambridge University Press, 2010.



\end{itemize}




\end{frame}


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% 
% 













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\begin{frame}
 \frametitle{Verification}

\begin{itemize}

\item[-]  Source code management
\item[-]  Source code verification

\item[-] Constitutive integration
\item[-]  Static and dynamic behavior of single phase solids
\item[-]      Static  and dynamic behavior of fully and partially saturated, fully
coupled, porous solid-pore fluid problems
\item[-]  Static and dynamic behavior of structural elements
\item[-]           Static    and    dynamic    behavior    of   special   elements
(contacts-interfaces/gap-frictional/dry-saturated, isolators/dissipators)
\item[-]  Static and dynamic FEM solution advancement
\item[-]  Seismic wave propagation problems
\item[-] FEM Model verification, hierarchy of models
%\item[-]  Static and Dynamic Behavior of Soil-Structure-Interaction

\end{itemize}

\end{frame}



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\begin{frame}
 \frametitle{Constitutive Integration Verification}


\begin{itemize}

  \item[-] Asymptotic regime of convergence

  \item[-] Richardson extrapolation

  \item[-] Grid convergence index

\end{itemize}


 \begin{center}
 \begin{figure}[!htbp]
\vspace*{-3mm}
 \includegraphics[width=5cm]{/home/jeremic/tex/works/Thesis/YuanFeng/Files_18Aug2017/V_V_slides_SMiRT/Figure-files/asymptotic_regime.pdf}
 \includegraphics[width=3.5truecm]{/home/jeremic/tex/works/Thesis/YuanFeng/Files_18Aug2017/V_V_slides_SMiRT/Figure-files/asymptotic_nonassociate.pdf}
\\
 \includegraphics[width=3.0truecm]{/home/jeremic/tex/works/Thesis/YuanFeng/Files_18Aug2017/V_V_slides_SMiRT/Figure-files/error-map/DPAF_implicitErrMap.pdf}
 \includegraphics[width=3cm]{/home/jeremic/tex/works/Thesis/YuanFeng/Files_18Aug2017/V_V_slides_SMiRT/Figure-files/GCI/NonAssociate.pdf}
\vspace*{-3mm}
 \end{figure}
 \end{center}








\end{frame}







% 
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% \begin{frame}
%  \frametitle{Seismic Energy Input and Dissipation}
% 
% \begin{itemize}
% 
% \vspace*{1mm}
%      \item[] Seismic energy input, through a closed boundary (DRM)
% 
% 
% \vspace*{4mm}
%      \item[] Mechanical dissipation outside SSI domain:
%        \begin{itemize}
%          \item[] Reflected wave radiation
%          \item[] SSI system oscillation radiation
%        \end{itemize}
% %\vspace*{1mm}
%      \item[] Mechanical dissipation/conversion inside SSI domain:
%        \begin{itemize}
%          \item[] Inelasticity of soil and contact zone
%          \item[] Inelasticity/damage of structure and foundation
%          \item[] Viscous coupling of fluids and  soils and structure
% % %         \item[] potential and kinetic energy
% %          \item[] potential $\leftarrow \! \! \! \! \! \! \rightarrow$ kinetic energy
%        \end{itemize}                           
% 
% 
% 
% %\vspace*{1mm}
% %   \item[] Numerical energy dissipation (numerical damping/production and period  errors)
% %   \item[] Numerical energy dissipation (damping/production)
%    \item[] Numerical energy dissipation/production
% 
% 
% \end{itemize}
% 
% %
% \end{frame}
% %  %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% 


 
%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
\begin{frame}
 
\frametitle{Energy Dissipation Verification: \\ Plastic Work $\neq$ Plastic Dissipation}
 
%\begin{itemize}
%\item[-]Negative incremental energy dissipation
%\item[-]Plastic work is NOT plastic dissipation
%\end{itemize}
 
\begin{figure}[!H]
\begin{center}
\includegraphics[height=4.5cm]{/home/jeremic/tex/works/Thesis/HanYang/Files_06June2017/DOE_Annual_2017/Figures/Negative_Dissipation_Problem.png}
\end{center}
\end{figure}
 
 \vspace*{-2mm}
\begin{itemize}

\item[] Direct violation of the second law of thermodynamics

%\vspace*{3mm}
\item[] 600 papers since 1990 (!?!) repeat this error

% \vspace*{3mm}
% \item[] Important form of energy missing: {Plastic Free Energy}
% 
% \vspace*{3mm}
% \item[] First described by Taylor and Quinney in 1934! 
% 
% \vspace*{3mm}
% \item[] Plastic Work vs. {Plastic Energy Dissipation}


%\vspace*{4mm}
%\item[] However it seems to be forgotten

\end{itemize}


\end{frame}
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\begin{frame}
 \frametitle{Dynamic Time Stepping Verification}

%\footnotesize
Based  on  the  amplification  matrix ${\bf A}$,  to  calculate the analytical solution of
damping ratios and period shift.

Example: Hilber-Hughes-Taylor $\alpha=-0.1$

\begin{figure}
\hspace*{-5mm}
\includegraphics[width=5cm]{/home/jeremic/tex/works/Thesis/YuanFeng/Files_18Aug2017/V_V_slides_SMiRT/Figure-files/dynamic/hht/HHT-alpha-01-xi.jpg}
\includegraphics[width=5cm]{/home/jeremic/tex/works/Thesis/YuanFeng/Files_18Aug2017/V_V_slides_SMiRT/Figure-files/dynamic/hht/HHT-alpha-01-period-shift.jpg}
\end{figure}
% HHT Integration $\alpha=-0.2$
% \begin{figure}
% \includegraphics[width=0.36\textwidth]{/home/jeremic/tex/works/Thesis/YuanFeng/Files_18Aug2017/V_V_slides_SMiRT/Figure-files/dynamic/hht/HHT-alpha-02-xi.jpg}
% \includegraphics[width=0.36\textwidth]{/home/jeremic/tex/works/Thesis/YuanFeng/Files_18Aug2017/V_V_slides_SMiRT/Figure-files/dynamic/hht/HHT-alpha-02-period-shift.jpg}
% \end{figure}


\end{frame}









% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
\begin{frame}
\frametitle{Seismic Input Verification, DRM, EW, NS, UD}
% \begin{figure}
% % \includegraphics[scale=0.35]{Present06_figs/3DModel.eps}
%  \includegraphics[width=3cm]{/home/jeremic/tex/works/Conferences/2013/NRC_Short_Course_May2013/Present/Present06_figs/3DModel.eps}
% \end{figure}

\begin{figure}
%\hspace*{-5mm}
 \includegraphics[width=5cm]{/home/jeremic/tex/works/Conferences/2013/NRC_Short_Course_May2013/Present/Present06_figs/90m_Northridge_EW.eps}
\\
 \includegraphics[width=5cm]{/home/jeremic/tex/works/Conferences/2013/NRC_Short_Course_May2013/Present/Present06_figs/90m_Northridge_NS.eps}
\\
 \includegraphics[width=5cm]{/home/jeremic/tex/works/Conferences/2013/NRC_Short_Course_May2013/Present/Present06_figs/90m_Northridge_UD.eps}
\end{figure}




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% online   {\includegraphics[width=50mm]{movie_ff_3d_mp4_icon.jpeg}}
% online %
% online \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_ff_1d.mp4}
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\begin{frame}
\frametitle{Verification: ANDES Shell}

 \begin{center}
% \includegraphics[width=0.6\textwidth]{./_Jose_Files/fig1_static_tests.pdf}
\hspace*{-10mm}
 \includegraphics[width=5cm]{/home/jeremic/tex/works/Conferences/2013/NRC_Short_Course_May2013/Present/Present06_figs/fig1_static_tests.pdf}
% \includegraphics[width=0.6\textwidth]{./_Jose_Files/fig2_static_tests.pdf}
 \includegraphics[width=5cm]{/home/jeremic/tex/works/Conferences/2013/NRC_Short_Course_May2013/Present/Present06_figs/fig2_static_tests.pdf}
\hspace*{-10mm}
\end{center}

\begin{flushleft}
    \begin{tabular}{|l|l|}
    \hline
 $N_{\texttt{subd}}$   &      $u_z$ \\ \hline
     2 &  96.2118 \\
     7 & 100.096 \\
   101 & 100.002 \\
       &            \\ \hline
    \end{tabular}
\end{flushleft}


\vspace*{-30mm}

 \begin{flushright}
% \includegraphics[width=0.9\textwidth]{./_Jose_Files/Test_shell_andes_1_free_vibration_EigenMode1.png}
%\hspace*{-10mm}
 \includegraphics[width=5cm]{/home/jeremic/tex/works/Conferences/2013/NRC_Short_Course_May2013/Present/Present06_figs/Test_shell_andes_1_free_vibration_EigenMode1.png}
 \\
\vspace*{-8mm}
 \includegraphics[width=5cm]{/home/jeremic/tex/works/Conferences/2013/NRC_Short_Course_May2013/Present/Present06_figs/Test_shell_andes_2_free_vibration_EigenMode1.png}
\hspace*{-10mm}
\end{flushright}

\end{frame}



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\begin{frame}
 \frametitle{Verification: Irregular Solids and Poisson's Ratio}


% \begin{itemize}
%  \item[-]Irregular Mesh
%  \item[-]Mesh Refinement
% \end{itemize}

 \begin{figure}
%  \hspace*{-25mm}
%  \includegraphics[width=5.5cm]{/home/jeremic/tex/works/Thesis/YuanFeng/Files_18Aug2017/V_V_slides_SMiRT/Figure-files/beam/beam_8brick.pdf}
% % \hspace*{-25mm}
% % \includegraphics[width=5.5cm]{/home/jeremic/tex/works/Thesis/YuanFeng/Files_18Aug2017/V_V_slides_SMiRT/Figure-files/beam/beam_8brick_more_2.pdf}
 \hspace*{-25mm}
 \includegraphics[width=6.5cm]{/home/jeremic/tex/works/Thesis/YuanFeng/Files_18Aug2017/V_V_slides_SMiRT/Figure-files/beam/beam_brick27_shape1_vertical.pdf}
 \hspace*{-35mm}
 \includegraphics[width=6.5cm]{/home/jeremic/tex/works/Thesis/YuanFeng/Files_18Aug2017/V_V_slides_SMiRT/Figure-files/beam/beam_brick27_shape2_vertical.pdf}
 \hspace*{-35mm}
 \includegraphics[width=6.5cm]{/home/jeremic/tex/works/Thesis/YuanFeng/Files_18Aug2017/V_V_slides_SMiRT/Figure-files/beam/beam_brick27_shape3_vertical.pdf}
 \hspace*{-25mm}
 \end{figure}


 \vspace*{-6mm}

\begin{figure}
\includegraphics[width=8cm]{/home/jeremic/tex/works/Thesis/YuanFeng/Files_18Aug2017/V_V_slides_SMiRT/Figure-files/beam/irregular_shape.png}
\end{figure}

% \begin{itemize}
%  \item[-]Verification Results of High Poisson's ratios
% \end{itemize}

 \vspace*{-5mm}

\begin{figure}
\hspace*{-9mm}
\includegraphics[width=4.0cm]{/home/jeremic/tex/works/Thesis/YuanFeng/Files_18Aug2017/V_V_slides_SMiRT/Figure-files/beam/error27brick_beam_different_poisson_ratio_disp_div100.jpeg}
\hspace*{3mm}
\includegraphics[width=4.0cm]{/home/jeremic/tex/works/Thesis/YuanFeng/Files_18Aug2017/V_V_slides_SMiRT/Figure-files/beam/high_poisson.png}
\end{figure}


\end{frame}


%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% \begin{frame}
%  \frametitle{Verification of Solid Shell/Plate}
% 
% 
% \begin{figure}
% \hspace*{-9mm}
% \includegraphics[width=3cm]{/home/jeremic/tex/works/Thesis/YuanFeng/Files_18Aug2017/V_V_slides_SMiRT/Figure-files/beam/circular_plate1.pdf}
% \hspace*{-5mm}
% \includegraphics[width=3cm]{/home/jeremic/tex/works/Thesis/YuanFeng/Files_18Aug2017/V_V_slides_SMiRT/Figure-files/beam/circular_plate3.pdf}
% \hspace*{-5mm}
% \includegraphics[width=3cm]{/home/jeremic/tex/works/Thesis/YuanFeng/Files_18Aug2017/V_V_slides_SMiRT/Figure-files/beam/circular_plate4.pdf}
% \hspace*{-5mm}
% \includegraphics[width=3cm]{/home/jeremic/tex/works/Thesis/YuanFeng/Files_18Aug2017/V_V_slides_SMiRT/Figure-files/beam/circular_plate6.pdf}
% \hspace*{-9mm}
% \end{figure}
% 
% \vspace*{-2mm}
% 
% \begin{itemize}
%  \item[-]Simply supported and clamped ends
%  \item[-]Timoshenko's analytic solutions 
% \end{itemize}
% 
% 
% 
% \vspace*{-3mm}
% 
% \begin{figure}
% \hspace*{-2mm}
% \includegraphics[width=3.5cm]{/home/jeremic/tex/works/Thesis/YuanFeng/Files_18Aug2017/V_V_slides_SMiRT/Figure-files/beam/plate_error_plot.jpeg}
% \hspace*{3mm}
% \includegraphics[width=3.5cm]{/home/jeremic/tex/works/Thesis/YuanFeng/Files_18Aug2017/V_V_slides_SMiRT/Figure-files/beam/plate_error_plot_clamped.jpeg}
% \end{figure}
% 
% 
% \end{frame}
% 
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
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\begin{frame}
\frametitle{Verification using Boussinesq Solution}


\begin{figure}
\hspace*{-9mm}
\includegraphics[width=4cm]{/home/jeremic/tex/works/Thesis/YuanFeng/Files_18Aug2017/V_V_slides_SMiRT/Figure-files/boussinesq/point_load_on_half_space.png}
\hspace*{3mm}
\includegraphics[width=2.0cm]{/home/jeremic/tex/works/Thesis/YuanFeng/Files_18Aug2017/V_V_slides_SMiRT/Figure-files/boussinesq/model3Dview.JPG}
\end{figure}


\vspace*{-3mm}

{\tiny 8NodeBrick} \hspace*{40mm} {\tiny  27NodeBrick}
\vspace*{-3mm}

\begin{figure}
\hspace*{-9mm}
\includegraphics[width=4.5cm]{/home/jeremic/tex/works/Thesis/YuanFeng/Files_18Aug2017/V_V_slides_SMiRT/Figure-files/boussinesq/Boussinesq-8NodeBrick.jpeg}
\hspace*{5mm}
\includegraphics[width=4.5cm]{/home/jeremic/tex/works/Thesis/YuanFeng/Files_18Aug2017/V_V_slides_SMiRT/Figure-files/boussinesq/Boussinesq-27NodeBrick.jpeg}
\end{figure}


\end{frame}


% 
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% \begin{frame}
% \frametitle{Verification for Fully Coupled Problems}
% 
% 
% \begin{figure}
% \hspace*{-9mm}
% \includegraphics[width=8cm]{/home/jeremic/tex/works/Papers/2011/Verification_Coupled_Systems/FIGS/Gajo_comp.pdf}
% \end{figure}
% 
% 
% \end{frame}
% 
% 

 
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% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% \begin{frame}
% \frametitle{Wave Propagation, Mesh Size Effects}
% \begin{center}
% \begin{figure}
%  \includegraphics[scale=0.40]{/home/jeremic/tex/works/Conferences/2013/NRC_Short_Course_May2013/Present/Present03_img/Vs1000_8Hz_10m.eps}
% \end{figure}
% {\small (Case 1, Vs = 1000 m/s, Cutoff Fq. = 8 Hz, E. Size = 10 m)}
% \end{center}
% \end{frame}
% 

%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
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\begin{frame}
\frametitle{Wave Propagation, Mesh Size Effects}
\begin{center}
\begin{figure}
 \includegraphics[scale=0.40]{/home/jeremic/tex/works/Conferences/2013/NRC_Short_Course_May2013/Present/Present03_img/Vs1000_8Hz_20m.eps}
\end{figure}
{\small (Case 1, Vs = 1000 m/s, Cutoff Fq. = 8 Hz, E. Size = 20 m)}
\end{center}
\end{frame}

%   
% 
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% \begin{frame}
% \frametitle{Mesh Size Effects Analysis Results}
% \begin{center}
% \begin{figure}
%  \includegraphics[scale=0.40]{/home/jeremic/tex/works/Conferences/2013/NRC_Short_Course_May2013/Present/Present03_img/Vs1000_15Hz_10m.eps}
% \end{figure}
% {\small (Case 1, Vs = 1000 m/s, Cutoff Fq. = 15 Hz, E. Size = 10 m)}
% \end{center}
% \end{frame}
% 
% 
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% \begin{frame}
% \frametitle{Mesh Size Effects Analysis Results}
% \begin{center}
% \begin{figure}
%  \includegraphics[scale=0.40]{/home/jeremic/tex/works/Conferences/2013/NRC_Short_Course_May2013/Present/Present03_img/Vs1000_15Hz_20m.eps}
% \end{figure}
% {\small (Case 1, Vs = 1000 m/s, Cutoff Fq. = 15 Hz, E. Size = 20 m)}
% \end{center}
% \end{frame}
% 
% 
%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%



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\begin{frame}
  \frametitle{Model Verification}



\begin{figure}[htbp]
\begin{center}
\vspace*{-6mm}
  \includegraphics[width = 3.0cm]{/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}






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\begin{frame}
  \frametitle{V \& V Summary}

    \begin{itemize}
       
      \item[-] V\&V most important for providing confidence in results

\vspace*{3mm}
      \item[-] Numerical modeling program(s) should not be used without extensive/full V\&V

\vspace*{3mm}
      \item[-] V\&V of FEM models is important, essential


%\vspace*{3mm}
%      \item[-] Real  ESSI  Simulator has an extensive Verification database, and a
%      smaller Validation database

% 
%       \item[-]   Education  is  the  key  to successful use of realistic nonlinear
%       Earthquake Soil Structure Interaction modeling and simulation
% 
%     \item[-]    Development     of    the    Real    ESSI    Simulator    system
%     \href{http://real-essi.info}{http://real-essi.info}

%     \item[-]Importance of using proper models correctly (verification, validation, level of sophistication)
% 


      

\end{itemize}



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%  \begin{center}
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%  {/home/jeremic/public_html/lecture_notes_online_material/_Chapter_Applications_ESSI_for_NPPs/Energy_Dissipation_Animations/NPP_Plastic_Dissipation_grab.jpg}}
%  {/home/jeremic/public_html/lecture_notes_online_material/_Chapter_Applications_ESSI_for_NPPs/Energy_Dissipation_Animations/NPP_Plastic_Dissipation.mp4}
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%  %  \href{./homo_50m-mesh_45degree_Ormsby.mp4}
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\section{Earthquake Soil Structure Interaction}



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\subsection{Seismic Motions}



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

\begin{frame}
  \frametitle{Seismic Hazard, World}


\vspace*{-3mm}
\begin{figure}[!hbpt]
\begin{center}
%
\includegraphics[width=11truecm]{/home/jeremic/tex/works/Conferences/2017/CompDyn2017/Present_PLENARY/worldseismap.png}
%
\end{center}
\end{figure}

\end{frame}


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


%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
\begin{frame}
\frametitle{Earthquake Ground Motions}



\begin{itemize}


\vspace*{3mm}
\item[-] Real earthquake ground motions
   \begin{itemize}
\vspace*{1mm}
     \item[-] Body, P and S waves
\vspace*{1mm}
     \item[-] Rayleigh, Love, Stoneley, ... waves
\vspace*{1mm}
     \item[-] Lack of correlation, incoherent motions
\vspace*{1mm}
     \item[-] Inclined waves
\vspace*{1mm}
     \item[-] 3C/6C waves
%     \item[-]Earthquake energy  dissipation

   \end{itemize}



\vspace*{5mm}
\item[-] What are the  effects of real earthquake ground motions on soil-structure systems ?!



\end{itemize}




\end{frame}


% % \subsection*{Fundamentals}
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% \begin{frame}
% \frametitle{T{o}hoku Earthquake, Acc, Disp}
% 
% 
% \vspace*{-2cm}
% \begin{figure}[!h]
% \begin{center}
% \hspace*{-5cm}
% {\includegraphics[width=6.0cm]{/home/jeremic/tex/works/Conferences/2011/NRC_Staff_Capacity_Building_25May2011/EW_acc4.jpg}}
% {\includegraphics[width=6.0cm]{/home/jeremic/tex/works/Conferences/2011/NRC_Staff_Capacity_Building_25May2011/EW_dsp4.jpg}}
% \hspace*{-5cm}
% \end{center}
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% \vspace*{-3cm}
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% \begin{frame}
% \frametitle{T{o}hoku  Earthquake (DSP)}
% 
% 
% \vspace*{-2cm}
% \begin{figure}[!h]
% \begin{center}
% {\includegraphics[width=7.0cm]{/home/jeremic/tex/works/Conferences/2011/NRC_Staff_Capacity_Building_25May2011/EW_dsp4.jpg}}
% \end{center}
% \end{figure}
% \vspace*{-3cm}
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% \begin{frame}
% \frametitle{{o}hoku Earthquake, 3D Motions}
% 
% 
% \vspace*{-2cm}
% \begin{figure}[!h]
% \begin{center}
% {\includegraphics[width=3.0cm]{/home/jeremic/tex/works/Conferences/2011/NRC_Staff_Capacity_Building_25May2011/Tohoku_1Hz-11-locations.jpg}}
% {\includegraphics[width=6.0cm]{/home/jeremic/tex/works/Conferences/2011/NRC_Staff_Capacity_Building_25May2011/Tohoku_1Hz-21.jpg}}
% \end{center}
% \end{figure}
% \vspace*{-3cm}
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%  %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%  
%  \begin{frame}
%    \frametitle{1C, 2C, 3C, 6C Seismic Motions}
%  
%  \vspace*{2mm}
%  
%  \begin{itemize}
%  
%     \item[-] All, most measured motions are full 3C, 6C
%  
%  \hspace*{5cm}
%  
%     \item[-]What is the effect of neglecting, simplifying out to 1C ?
%  
%  % \hspace*{5cm}
%  %    \item[-] One example of an almost 2C motion (LSST07, LSST12)
%  % 
%  \vspace*{2mm}
%  
%  
%  %
%  %   \item[-] 1D (?): M 6.9 San Pablo, Guatemala EQ, 14Jun2017
%  %
%  \end{itemize}
%  
%  
%  \end{frame}
%  
%  
%  

% 
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% 
% \begin{frame}
%   \frametitle{Lotung, Taiwan ('86) Motions}
% 
% \vspace*{2mm}
% 
% \begin{itemize}
% 
%    \item[-] Example of 2C motion (?), LSST07, LSST12
% \vspace*{2mm}
% 
% 
% \begin{figure}[!hbpt]
% \begin{center}
% %
% \hspace*{-10mm}
% \includegraphics[width=5.0truecm]{/home/jeremic/tex/works/lecture_notes_SOKOCALO/Figure-files/_Chapter_Applications_Earthquake_Soil_Structure_Interaction_General_Aspects/Lotung_LSST07_FA25.jpeg}
% \includegraphics[width=5.0truecm]{/home/jeremic/tex/works/lecture_notes_SOKOCALO/Figure-files/_Chapter_Applications_Earthquake_Soil_Structure_Interaction_General_Aspects/Lotung_LSST12_FA25.jpeg}
% \hspace*{-10mm}
% %
% \end{center}
% \end{figure}
%    
% 
% %
% %   \item[-] 1D (?): M 6.9 San Pablo, Guatemala EQ, 14Jun2017
% %
% \end{itemize}
% 
% 
% \end{frame}
% 
%   
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% 
% \begin{frame}
%   \frametitle{San Pablo, Guatemala (2017) Motions}
% 
% \vspace*{2mm}
% 
% data from  \url{http://www.strongmotioncenter.org/}
% 
% %\vspace*{-5mm}
% 
% 
% \begin{figure}[!hbpt]
% \begin{center}
% %
% \hspace*{-10mm}
% \includegraphics[width=5.5truecm]{/home/jeremic/oofep/LJUDI/PraveenMalhotra/EQ__01_Guatemala_14Jun2017.jpg}
% \\
% \hspace*{-10mm}
% \includegraphics[width=1.8truecm]{/home/jeremic/oofep/LJUDI/PraveenMalhotra/EQ__02_Guatemala_14Jun2017.jpg}
% \includegraphics[width=1.6truecm]{/home/jeremic/oofep/LJUDI/PraveenMalhotra/EQ__03_Guatemala_14Jun2017.jpg}
% \includegraphics[width=1.8truecm]{/home/jeremic/oofep/LJUDI/PraveenMalhotra/EQ__04_Guatemala_14Jun2017.jpg}
% \includegraphics[width=1.8truecm]{/home/jeremic/oofep/LJUDI/PraveenMalhotra/EQ__05_Guatemala_14Jun2017.jpg}
% \includegraphics[width=1.8truecm]{/home/jeremic/oofep/LJUDI/PraveenMalhotra/EQ__06_Guatemala_14Jun2017.jpg}
% \includegraphics[width=1.8truecm]{/home/jeremic/oofep/LJUDI/PraveenMalhotra/EQ__07_Guatemala_14Jun2017.jpg}
% \hspace*{-10mm}
% %
% \end{center}
% \end{figure}
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%  
%    %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%    \begin{frame}
%    \frametitle{Regional Geophysical  Models}
%    
%    \begin{itemize}
%    
%      \item[-]Free Field seismic motions on regional scale
%    
%    
%    \vspace*{4mm}
%      \item[-]Knowledge of geology (deep and shallow) needed
%    
%    
%    \vspace*{4mm}
%     \item[-]Developed using SW4 and/or Real-ESSI
%    
%    
%    \vspace*{4mm}
%      \item[-] Collaboration  with LLNL: Dr.~Rodgers, Dr.~Pitarka and Dr.~Petersson
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%    % \caption{\label{Fig:NPP_Model_In_Real_ESSI} Nuclear Power Plant Model with Shallow Foundation }
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%      {\includegraphics[width=80mm]{/home/jeremic/public_html/lecture_notes_online_material/_Chapter_Applications_ESSI_for_NPPs/NPP_animations_August2017/M6_5_s500_BASIN_STOCHASTIC_mag_SLOW.jpg}}
%         {/home/jeremic/public_html/lecture_notes_online_material/_Chapter_Applications_ESSI_for_NPPs/NPP_animations_August2017/M6_5_s500_BASIN_STOCHASTIC_mag_SLOW.mpg}
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%  \begin{frame}
%  \frametitle{ESSI: 6C or 1C Seismic Motions}
%  
%  
%  \begin{itemize}
%  
%  
%  \item[-]Assume that a full 6C (3C) motions at the surface are only recorded in one
%  horizontal direction
%  
%  
%  \item[-] From such recorded motions one can develop a vertically propagating shear
%  wave (1C) in 1D
%  
%  \item[-] Apply  such  vertically propagating shear wave to same soil-structure
%  system
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%   \frametitle{Realistic Ground Motions}
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%  %\movie[label=show3,width=8.5cm,poster,autostart,showcontrols,loop]
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%  %\movie[label=show3,width=90mm,poster]
%    {\includegraphics[width=90mm]{/home/jeremic/public_html/lecture_notes_online_material/_Chapter_Applications_ESSI_for_NPPs/Free_Field_small_model_April2015/movie_input_mp4_icon.jpeg}}
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%   \frametitle{Development of Realistic Motions}
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%    \item[-]Sources will send both P and S waves
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%  %   {\includegraphics[width=60mm]{movie_input_mp4_icon.jpeg}}{movie_input.mp4}
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%    {\includegraphics[width=80mm]{/home/jeremic/public_html/lecture_notes_online_material/_Chapter_Applications_ESSI_for_NPPs/Free_Field_small_model_April2015/movie_input_closeup.jpg}}
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\begin{frame}
\frametitle{1C vs 6C Free Field Motions}



 
\begin{itemize}

  \item[-] One component of motions, 1C from  6C
%  or 3$\times$1D (it is done all the time!)

  \item[-] Excellent fit
%  (goal is to predict and inform and not (force) fit)


\end{itemize}




% local
%\vspace*{-2mm}
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%\movie[label=show3,width=5.6cm,poster,autostart,showcontrols]
\movie[label=show3,width=61mm,showcontrols]
  {\includegraphics[width=60mm]{/home/jeremic/tex/works/Conferences/2016/IAEA_TecDoc_February2016/My_Current_Work/movie_ff_3d_mp4_icon.jpeg}}
  {/home/jeremic/public_html/lecture_notes_online_material/_Chapter_Applications_ESSI_for_NPPs/Model01_ESSI_Response_May2015/movie_ff_3d.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/Conferences/2016/IAEA_TecDoc_February2016/My_Current_Work/movie_ff_1d_mp4_icon.jpeg}}
  {/home/jeremic/public_html/lecture_notes_online_material/_Chapter_Applications_ESSI_for_NPPs/Model01_ESSI_Response_May2015/movie_ff_1d.mp4}
\hspace*{-16mm}
\end{center}
% local


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\begin{center}
\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_ff_3d.mp4}
{\tiny ({\bf MP4})}
%
\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_ff_1d.mp4}
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\frametitle{6C vs 1C NPP ESSI Response Comparison}

 
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%\movie[label=show3,width=8.8cm,poster,autostart,showcontrols]
\movie[label=show3,width=8.8cm,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}
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%  \end{center}


% online
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\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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% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% \begin{frame}
% \frametitle{1C vs 3$\times$1C vs 3C Seismic Motions}
% 
% 
% \begin{itemize}
% 
% \vspace{2mm}
%  \item[-]1C is required by the code
% 
% \vspace{4mm}
%  \item[-]3$\times$1C can be used depending on frequency/wave length of interest, 
% 
% \vspace{4mm}
%  \item[-]3C is more realistic, however it is challenging to define motions in full 3C
% 
% \end{itemize}
% \end{frame}
% 
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% 


%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
\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}

\end{frame}









% 

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

% 
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% \begin{frame}
% \frametitle{Seismic Motions}
% 
% 
% %\vspace*{-10mm}  
% 
% \begin{itemize}
% 
% \item[-]Variation in  inclination, frequency, energy, duration...
% 
% \item[-]Deterministic and Probabilistic
% 
% \item[-]Stress test the soil-structure system
% 
% \end{itemize}
% 
% 
% \vspace*{10mm}  
% 
% 
% 
% % %\vspace*{-4mm}  
% % \begin{figure}[!htb]
% % \begin{flushleft}
% % \hspace*{-5mm}
% % \includegraphics[width=5cm]{/home/jeremic/tex/works/Conferences/2018/BestPSHANI/Presentation/stress_test_Best_SHANI_May2018.jpg}
% % \end{flushleft}
% % \end{figure}
% 
% 
% 
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% \begin{figure}[!htb]
% \begin{center}
% \includegraphics[width=6cm]{/home/jeremic/tex/works/Conferences/2015/CNSC_July/Present/Stress_test_NPP_idea.jpg}
% %\hspace*{-5mm}
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% \end{figure}
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% % \begin{flushright}
% % \includegraphics[width=6cm]{/home/jeremic/tex/works/consulting/2017/IAEA/TECDOC/Version_14Mar2017/1Dvs3x1Dvs3D_waves.pdf}
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% % 
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% 





%   

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\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,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}
        
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\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}
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% online  
   

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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,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   
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\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 ({\bf MP4})}
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%  {/home/jeremic/public_html/lecture_notes_online_material/_Chapter_Applications_ESSI_for_NPPs/Free_Field_animations_angle_or_frequency_variation/ESSI_SMR_variation_in_wave_frequency.jpg}}
%  {/home/jeremic/public_html/lecture_notes_online_material/_Chapter_Applications_ESSI_for_NPPs/SMR_animations_May2018/SMR-ESSI_real_time_four_freq.mp4}
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%  \href{http://sokocalo.engr.ucdavis.edu/~jeremic/lecture_notes_online_material/_Chapter_Applications_ESSI_for_NPPs/SMR_animations_May2018/SMR-ESSI_real_time_four_freq.mp4}
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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,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}
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% \begin{textblock*}{8cm}(1.0cm,2.5cm) % {block width} (coords) 
%    \scriptsize Acceleration response - Surface center point A
% \end{textblock*}
% \begin{textblock*}{2cm}(0.2cm,4cm) % {block width} (coords) 
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% \begin{textblock*}{3cm}(2.4cm,7.6cm) % {block width} (coords) 
%    \tiny  (a) $f=1Hz \ \ \theta=60^{o}$
% \end{textblock*}
% \begin{textblock*}{3cm}(5.6cm,7.6cm) % {block width} (coords) 
%    \tiny  (b) $f=5Hz \ \ \theta=60^{o}$
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% \begin{textblock*}{3cm}(8.8cm,7.6cm) % {block width} (coords) 
%    \tiny  (c) $f=10Hz \ \ \theta=60^{o}$
% \end{textblock*}
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%      % \begin{flushleft}
%        \includegraphics[width=3.3cm]{/home/jeremic/tex/works/Thesis/HexiangWang/plots_slides_14May2018/Updated_SMR_slides/pic/1Hz_center_ax.pdf}
%        \includegraphics[width=3.3cm]{/home/jeremic/tex/works/Thesis/HexiangWang/plots_slides_14May2018/Updated_SMR_slides/pic/5Hz_center_ax.pdf}
%        \includegraphics[width=3.3cm]{/home/jeremic/tex/works/Thesis/HexiangWang/plots_slides_14May2018/Updated_SMR_slides/pic/10Hz_center_ax.pdf}
%       \\
%        \includegraphics[width=3.3cm]{/home/jeremic/tex/works/Thesis/HexiangWang/plots_slides_14May2018/Updated_SMR_slides/pic/1Hz_center_az.pdf}
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%        \includegraphics[width=3.3cm]{/home/jeremic/tex/works/Thesis/HexiangWang/plots_slides_14May2018/Updated_SMR_slides/pic/10Hz_center_az.pdf}
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\subsection{Plastic Energy Dissipation}



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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, interfaces, structure, dissipators
         \item[] Viscous coupling with internal/pore, 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}

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



% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
\begin{frame}
 
\frametitle{Plastic Energy Dissipation}


\vspace*{2mm}
 
 Single elastic-plastic element under cyclic shear loading
 
\begin{itemize}
\item[] Difference between plastic work and plastic dissipation
\item[] Plastic work can decrease
\item[] Plastic dissipation always increases
\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}
\end{figure}
  
\end{frame}
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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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\begin{frame}
 \frametitle{Inelastic Modeling of Soil Structure System}

\begin{itemize}

\vspace*{1mm}
     \item[-] Soil, inelastic, elastic-plastic
       \begin{itemize}
         \item[] Dry, single phase
         \item[] Unsaturated, partially saturated, and fully saturated
       \end{itemize}


\vspace*{1mm}
     \item[-] Interface/Contact/Joint, inelastic, gap open/close, slip
       \begin{itemize}
         \item[]  Dry,  single  phase,  
%           \begin{itemize}
%             \item[]  Normal, hard  and  soft, gap open/close
%             \item[]  Friction, slip, nonlinear
%           \end{itemize}
         \item[] Fully saturated, suction, excess pressure, buoyant force
       \end{itemize}


\vspace*{1mm}
     \item[-] Structure, inelastic, damage, cracks, ASR...
       \begin{itemize}
         \item[] Nonlinear/inelastic 1D  concrete, steel, 3D fiber beams
         \item[] Nonlinear/inelastic 3D  concrete, steel,  3D solids, 3D shells
%         \item[] Nonlinear/inelastic 3D  concrete, steel  shell element
%         \item[] Alcali Silica Reaction concrete modeling
       \end{itemize}


\vspace*{1mm}
     \item[-] Solid/Structure-Fluid interaction, open surface



\end{itemize}

%
\end{frame}


% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% \begin{frame}
% 
%  \frametitle{NPP Model }
% 
%   \begin{figure}[!h]
%   \begin{center}
%    \includegraphics[width=8.5cm]{/home/jeremic/tex/works/Thesis/SumeetKumarSinha/Files_10Aug2017/Npp_Non_Linear_Effects/images/NPP_With_Shallow_Foundation.pdf}
%   \end{center}
% %  \caption{\label{Fig:NPP_Model_In_Real_ESSI} Nuclear Power Plant Model with Shallow Foundation }
%   \end{figure}
% 
% 
% % \begin{tikzpicture}[remember picture,overlay]
% %     \node[xshift=3.5cm,yshift=-0.6cm] at (current page.center) {\includegraphics[width=0.5\textwidth]{images/Contact_In_Industry}};
% % \end{tikzpicture}
% 
% \end{frame}
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% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% \begin{frame}
% 
%  \frametitle{Structure Model}
% 
%  The nuclear power plant structure comprise of
%  \begin{itemize}
%   \item[-]Auxiliary building, $f^{aux}_{1}= 8Hz$
%   \item[-]Containment/Shield building, $f^{cont}_{1}= 4Hz$
%   \item[-]Concrete raft foundation: $3.5m$ thick
%  \end{itemize}
%   \begin{figure}[!h]
%   \begin{center}
%    \includegraphics[width=0.8\textwidth]{/home/jeremic/tex/works/Thesis/SumeetKumarSinha/Files_10Aug2017/Npp_Non_Linear_Effects/images/NPP_Model_Auxiliary_And_Containment_Building.pdf}
%   \end{center}
%   \caption{\label{Fig:NPP_Structure_Model_In_Real_ESSI} Auxiliary and Containment Building }
%   \end{figure}
% 
% \end{frame}
%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%

% \begin{frame}
% 
%  \frametitle{Inelastic Soil and Inelastic Contact/Interface/Joint}
% 
%  \begin{itemize}
%   \item[-] Shear velocity of soil $V_s=500m/s$
%   \item[-] Undrained shear strength (Dickenson 1994) $V_s [m/s] = 23 (S_u [kPa])^{0.475}$
%   \item[-] For $V_s=500m/s$ Undrained Strength $S_u=650kPa$ and Young's Modulus of $E=1.3GPa$
%   \item[-] von Mises, Armstrong Frederick kinematic hardening
%   ($S_u=650kPa$ at $\gamma=0.01\%$; $h_a = 30MPa$, $c_r = 25$)
%   \item[-] Soft contact (concrete-soil), gaping and nonlinear shear
%   \end{itemize}
% 
%  \begin{figure}[!h]
%  \begin{center}
%   \includegraphics[width=4cm]{/home/jeremic/tex/works/Thesis/SumeetKumarSinha/Files_10Aug2017/Npp_Non_Linear_Effects/images/Von_Mies_non_Linear_Hardening.pdf}
%   \includegraphics[width=3.5cm]{/home/jeremic/tex/works/Thesis/SumeetKumarSinha/Files_10Aug2017/Npp_Non_Linear_Effects/images/SoftContact.pdf}
%  \end{center}
%   \end{figure}
% 
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% \end{frame}
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 \begin{frame}
 
  \frametitle{Acceleration Traces, Elastic vs Inelastic }
 
 
 \hspace*{-35mm}
   \begin{figure}[!h]
   \vspace*{-2mm}
   \begin{center}
   \hspace*{-15mm}
    \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*{-20mm}
    \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*{10mm} Elastic  \hspace*{40mm} Inelastic \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*{-15mm}
    \includegraphics[width=7.0cm]{/home/jeremic/tex/works/Thesis/SumeetKumarSinha/Files_10Aug2017/Npp_Non_Linear_Effects/images/Elastic_Without_Contact_SMIRT_2017.pdf}
   \hspace*{-20mm}
    \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*{10mm} Elastic  \hspace*{40mm} Inelastic \hspace*{40mm} 
 
 \end{frame}
  
  
 
%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
 
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% \begin{frame}
% 
%  \frametitle{Acc. Response, Top of Containment Building}
% 
%  \begin{figure}[!h]
%  \begin{center}
% \hspace*{-8mm}
%   \includegraphics[width=3.54cm]{/home/jeremic/tex/works/Thesis/SumeetKumarSinha/Files_10Aug2017/Npp_Non_Linear_Effects/images/D_Acceleration_X.pdf}
%   \includegraphics[width=3.54cm]{/home/jeremic/tex/works/Thesis/SumeetKumarSinha/Files_10Aug2017/Npp_Non_Linear_Effects/images/D_Acceleration_Y.pdf}
%   \includegraphics[width=3.54cm]{/home/jeremic/tex/works/Thesis/SumeetKumarSinha/Files_10Aug2017/Npp_Non_Linear_Effects/images/D_Acceleration_Z.pdf}
% \\
% \hspace*{-8mm}
%   \includegraphics[width=3.54cm]{/home/jeremic/tex/works/Thesis/SumeetKumarSinha/Files_10Aug2017/Npp_Non_Linear_Effects/images/FFT_D_Acceleration_X.pdf}
%   \includegraphics[width=3.54cm]{/home/jeremic/tex/works/Thesis/SumeetKumarSinha/Files_10Aug2017/Npp_Non_Linear_Effects/images/FFT_D_Acceleration_Y.pdf}
%   \includegraphics[width=3.54cm]{/home/jeremic/tex/works/Thesis/SumeetKumarSinha/Files_10Aug2017/Npp_Non_Linear_Effects/images/FFT_D_Acceleration_Z.pdf}
% % \caption{\label{Fig:Response_of_Top_of_Containment_Building} Seismic Response at Top of Containment Building}
%  \end{center}
% \end{figure}
% \end{frame}
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%


 
 
 % %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
 % \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]
 % \movie[label=show3,width=10cm,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 ({\bf 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]
 \movie[label=show3,width=10cm,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}
   {\tiny ({\bf MP4})}
 \end{flushleft}
 %
 
 
 
 \end{frame}
 
%  %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%     
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%  \begin{frame}
%   \frametitle{Deeply Embedded Structures}
%   \begin{columns}[T]
%    \begin{column}{.5\textwidth}
%     \vspace{-0.5cm}
%     \begin{figure}[!H]
%        \begin{center}
%          \includegraphics[width=\textwidth]{/home/jeremic/tex/works/Thesis/HexiangWang/Files_SMiRT_11Aug2017/pic/Points_configuration.pdf}
%       \end{center}
%     \end{figure}
%    \end{column}
%    \begin{column}{.5\textwidth}
%    \vspace{0.6cm}
%    \centerline{\scriptsize Location of points}
%    \vspace{-0.6cm}
%     \begin{figure}[!H]
%        \begin{center}
%          \includegraphics[width=\textwidth]{/home/jeremic/tex/works/Thesis/HexiangWang/Files_SMiRT_11Aug2017/pic/representative_points.pdf}
%       \end{center}
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%   \frametitle{SMR: Inelastic ESSI Effects, Top Center}
%  
%  
%  \vspace*{-30mm}
%  
%    \begin{figure}[!H]
%       \begin{flushleft}
%         \includegraphics[width=3.2cm]{/home/jeremic/tex/works/Thesis/HexiangWang/Files_SMiRT_11Aug2017/pic/AF_yuan_point1_ax_time_series.pdf}
%         \includegraphics[width=3.2cm]{/home/jeremic/tex/works/Thesis/HexiangWang/Files_SMiRT_11Aug2017/pic/AF_yuan_point1_ay_time_series.pdf}
%         \includegraphics[width=3.2cm]{/home/jeremic/tex/works/Thesis/HexiangWang/Files_SMiRT_11Aug2017/pic/AF_yuan_point1_az_time_series.pdf}
%        \\
%         \includegraphics[width=3.2cm]{/home/jeremic/tex/works/Thesis/HexiangWang/Files_SMiRT_11Aug2017/pic/AF_yuan_Point1_ax_fft.pdf}
%         \includegraphics[width=3.2cm]{/home/jeremic/tex/works/Thesis/HexiangWang/Files_SMiRT_11Aug2017/pic/AF_yuan_Point1_ay_fft.pdf}
%         \includegraphics[width=3.2cm]{/home/jeremic/tex/works/Thesis/HexiangWang/Files_SMiRT_11Aug2017/pic/AF_yuan_Point1_az_fft.pdf}
%      \end{flushleft}
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%  
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%  \vspace*{-75mm}
%  
%    \begin{figure}[!H]
%       \begin{flushright}
%       \hspace*{30mm}
%         \includegraphics[width=2cm]{/home/jeremic/tex/works/Thesis/HexiangWang/Files_SMiRT_11Aug2017/pic/Points_configuration.pdf}
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%  % \begin{frame}
%  %  \frametitle{SMR: ESSI Effects, Location}
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%  %        \includegraphics[width=3.6cm]{/home/jeremic/tex/works/Thesis/HexiangWang/Files_SMiRT_11Aug2017/pic/AF_yuan_point4_ax_time_series.pdf}
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%  % %         \includegraphics[width=0.3\textwidth]{/home/jeremic/tex/works/Thesis/HexiangWang/Files_SMiRT_11Aug2017/pic/AF_yuan_point4_ax_time_series.pdf}
%  % %         \includegraphics[width=0.3\textwidth]{/home/jeremic/tex/works/Thesis/HexiangWang/Files_SMiRT_11Aug2017/pic/AF_yuan_point5_ax_time_series.pdf} \\
%  % %         \includegraphics[width=0.3\textwidth]{/home/jeremic/tex/works/Thesis/HexiangWang/Files_SMiRT_11Aug2017/pic/AF_yuan_Point3_ax_fft.pdf}
%  % %         \includegraphics[width=0.3\textwidth]{/home/jeremic/tex/works/Thesis/HexiangWang/Files_SMiRT_11Aug2017/pic/AF_yuan_Point4_ax_fft.pdf}
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%  % %      \end{center}
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\begin{frame}
%  \frametitle{Summary}
  \frametitle{\cyrsesnaest Zakljuchak}
%\section{\cyrdeset Zakljuchak}

  \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, rather than fit

\vspace*{4mm}
    \item[-] {\cyrdvanaest Inzhenjer more da zna sve o objektu, sistemu}

% \vspace*{2mm}
%     \item[-]  Real ESSI Simulator: \hspace*{2mm} \url{http://real-essi.us}

%\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[-] Sophisticated inelastic/nonlinear modeling and simulations need to be
%     done carefully and in phases
% 
% 

\vspace*{4mm}
    \item[-] Education and Training is the key!


\vspace*{4mm}
   \item[-]    Collaborators:    Feng,  Yang,  Behbehani,  Sinha,  Wang, Wang,
   Pisan{\'o}, Abell, Tafazzoli, Jie, Preisig, Tasiopoulou, Watanabe, Luo,
   Cheng, Yang.
   

\vspace*{4mm}
    \item[-] {\cyrdvanaest Hvala SUZI na organizaciji predavanja!}
     \url{http://suzi-saee.rs/} 
   

% \vspace*{1mm}
% %   \item[-] Funding  from  and  collaboration  with the ATC/US-FEMA, US-DOE,
% %   ENSI, US-NRC, US-NSF, CNSC-CCSN, UN-IAEA, Shimizu Corp. is greatly
% %   appreciated,
% 
% 
% \vspace*{1mm}
%   \item[-] 
%     \url{http://sokocalo.engr.ucdavis.edu/~jeremic}
%       
% \vspace*{1mm}
%   \item[-] 
%     \url{http://sokocalo.engr.ucdavis.edu/~jeremic/za_SUZI_predavanje_Apr2020}
      

\end{itemize}



\end{frame}
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\begin{frame}
%  \frametitle{Summary}
  \frametitle{\cyrsesnaest Hvala na Pazhnji}
%\section{\cyrdeset Zakljuchak}

  \begin{itemize}


\vspace*{5mm}
  \item[] 
    \url{http://sokocalo.engr.ucdavis.edu/~jeremic/za_SUZI_predavanje_Apr2020}
      

\vspace*{10mm}
%    \item[-]  Real ESSI Simulator: \hspace*{2mm} \url{http://real-essi.us}
    \item[]  \url{http://real-essi.us}


\vspace*{10mm}
  \item[] 
    \url{http://sokocalo.engr.ucdavis.edu/~jeremic}
      


\end{itemize}



\end{frame}
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\end{document}

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