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%% Jose Antonio Abell Mena provided this for DSL descriptions
% (used in a file _Chapter_SoftwareHardware_Domain_Specific_Language_English.tex
% This is added for listing FEI DSL
%   since   he   customized   it,   it   needs   to   be   changed   (linked  to
% /usr/share/texmf/tex/latex/misc)
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%from http://mailman.mit.edu/pipermail/macpartners/2005-January/000780.html
%
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{{\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}
%  \usetheme{Warsaw}
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%  \setbeamercovered{transparent}
% or whatever (possibly just delete it)
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%  \usecolortheme{beetle} % siva pozadina (vrh plav)
  \usecolortheme{seagull} % sivo
%%%%%%%
%  \usecolortheme{BorisJeremic}
%%%%%%%
%  \usecolortheme{rose}
%   \usefonttheme[onlylarge]{structuresmallcapsserif}
%   \usefonttheme{structuresmallcapsserif}
}

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


\usepackage[greek,english]{babel}



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

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


\usepackage{array}



%%%%  HYPERREF  HYPERREF  HYPERREF  HYPERREF  HYPERREF
%%%%  HYPERREF  HYPERREF  HYPERREF  HYPERREF  HYPERREF
\definecolor{webgreen}{rgb}{0, 0.35, 0} % less intense green
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             colorlinks=true,
             linkcolor=webblue,
             citecolor=webblue,
             urlcolor=webblue,
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% 
% \usepackage[pdfauthor={Boris Jeremic},
%             colorlinks=true,
%             linkcolor=webblue,
%             citecolor=webblue,
%             urlcolor=webblue,
%             linktocpage,
%             pdftex]{hyperref}


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% 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


%Seismic Energy Propagation and Dissipation in 
%Earthquake Soil Structure Interaction Systems


\title[ESSI Energy]
        {Seismic Energy Flow and Balance in \\
Earthquake Soil Structure Interaction, \\ 
ESSI Systems}

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

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


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

%\institute[Computational Geomechanics Group \hspace*{0.3truecm}
%\institute[\pgfuseimage{university-logo}\hspace*{0.1truecm}\pgfuseimage{lbnl-logo}] % (optional, but mostly needed)
\institute[\pgfuseimage{university-logo}] % (optional, but mostly needed)
%{ Professor, University of California, Davis\\
{ University of California, Davis, CA
% \\
%  and\\
%  Faculty Scientist, Lawrence Berkeley National Laboratory, Berkeley }
%   Lawrence Berkeley National Laboratory, Berkeley, CA
  }
% - Use the \inst command only if there are several affiliations.
% - Keep it simple, no one is interested in your street address.


\date[] % (optional, should be abbreviation of conference name)
{\small SMiRT26}


\subject{}


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



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

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

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




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

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

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

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

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



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\section{Introduction}




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\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*{5mm}
  \item[] Reduce  modeling uncertainty
%
%\vspace*{3mm}
%  \item[] Choice of analysis level of sophistication
%
\vspace*{5mm}
  \item[] Control timing and location  of seismic energy dissipation 

\vspace*{5mm}
  \item[] Goal is  to Predict and Inform 
%  rather than fit

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



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

% \vspace*{1mm}
%   \item[]  
% %System  for 
%  {\bf Real}istic modeling and simulation of
%   {\bf E}arthquakes and/or    
%   {\bf S}oils and/or    
%   {\bf S}tructures    and    their    
%   {\bf I}nteraction:\\
%    Real-ESSI 
%  \hspace*{5mm} 
%   \url{http://real-essi.info/} 
% % % %  \hspace*{25mm} 
% %     \url{http://sokocalo.engr.ucdavis.edu/~jeremic/Real_ESSI_Simulator/}
% % %    \href{http://sokocalo.engr.ucdavis.edu/~jeremic/Real_ESSI_Simulator/}{{http://sokocalo.engr.ucdavis.edu/~jeremic/Real_ESSI_Simulator/}
% % %  % \url{http://ms-essi.info/}
% % %  
% % 




\end{itemize}
\end{frame}
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\begin{frame}
 \frametitle{Dedication}


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

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

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

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



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

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

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


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



\end{frame}
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\begin{frame}
 \frametitle{Hypothesis}

\begin{itemize}



%\vspace*{0.5cm}
  \item[]        Interplay    of  the  Earthquake, Soil/Rock and Structure in time
  domain, plays a major role in successes and failures


\vspace*{3mm}
  \item[]   Timing  and spatial location of energy dissipation determines location
  and amount of damage

\vspace*{3mm}
  \item[]  If timing and spatial location of the energy dissipation
         can be controlled, directed,
         we could  optimize soil structure system for
    \begin{itemize}
      \item[+] Safety 
      \item[+] Economy
    \end{itemize}

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









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\section{Plastic Energy Dissipation}


















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

\begin{itemize}

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


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


\vspace*{1mm}
     \item[-] Energy dissipation/conversion inside SSI domain:
       \begin{itemize}
         \item[-]   Inelasticity,  plasticity  of  soil,  contacts,  interfaces,
                   joints, 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[$\pm$] Numerical, algorithmic 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[] Plastic work is NOT plastic dissipation !
\item[] Surface are of $F-\Delta$ or $\sigma-\epsilon$ is NOT plastic dissipation !
% \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{Concrete Frame Energy Dissipation for Design}

\begin{figure}[!hbpt]
\begin{center}
\includegraphics[width=10.0truecm]{/home/jeremic/tex/works/Thesis/HanYang/Frame_animations_13Mar2019/2D_Frame_Model.pdf}
\end{center}
\end{figure}


\end{frame}






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\begin{frame}
\frametitle{Concrete Frame: Design Alternatives}


% local
%\vspace*{-2mm}
\begin{center}
\hspace*{-16mm}
%\movie[label=show3,width=5.6cm,poster,autostart,showcontrols]
\movie[label=show3,width=61mm,showcontrols]
  {\includegraphics[width=60mm]{/home/jeremic/tex/works/Thesis/HanYang/Frame_animations_13Mar2019/Individual_Foundation_screen_grab.jpg}}
  {/home/jeremic/tex/works/Thesis/HanYang/Frame_animations_13Mar2019/Individual_Foundation.mp4}
%\hspace*{-2mm}
%\hfill
%\movie[label=show3,width=5.6cm,poster,autostart,showcontrols]
\movie[label=show3,width=61mm,showcontrols]
  {\includegraphics[width=61mm]{/home/jeremic/tex/works/Thesis/HanYang/Frame_animations_13Mar2019/Continuous_Foundation_screen_grab.jpg}}
  {/home/jeremic/tex/works/Thesis/HanYang/Frame_animations_13Mar2019/Continuous_Foundation.mp4}
\hspace*{-16mm}
\end{center}
% local


% online
\begin{center}
\href{http://sokocalo.engr.ucdavis.edu/~jeremic/lecture_notes_online_material/_Chapter_Applications_Earthquake_Soil_Structure_Interaction_General_Aspects/Energy_dissipation_frames/Individual_Foundation.mp4}
{\tiny (MP4)}
%
\hspace*{40mm}
%
\href{http://sokocalo.engr.ucdavis.edu/~jeremic/lecture_notes_online_material/_Chapter_Applications_Earthquake_Soil_Structure_Interaction_General_Aspects/Energy_dissipation_frames/Continuous_Foundation.mp4}
 {\tiny (MP4)}
\end{center}
% online





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\begin{frame}
\frametitle{Steel Building: Buckling Restrained Braces}

%\vspace*{-5mm}
\begin{figure}[!htb]
\begin{center}
\includegraphics[width=10cm]{/home/jeremic/tex/works/Thesis/HexiangWang/ATC-144_buildings_results_plots_15Sep2019/steel_frame2.pdf}
\end{center}
\end{figure}

\end{frame}

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\begin{frame}
\frametitle{Steel Building: Energy Dissipation}


% \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/HanYang/ASCE-7-21_low_building_energy_dissipation/ATC_Short_Building_PD.jpg}}
{/home/jeremic/tex/works/Thesis/HanYang/ASCE-7-21_low_building_energy_dissipation/ATC_Short_Building_PD.mp4}
\end{center}
        
% online   
\vspace*{-12mm}
\begin{flushleft}
\hspace*{-4mm}
\href{http://sokocalo.engr.ucdavis.edu/~jeremic/lecture_notes_online_material/_Chapter_Applications_Earthquake_Soil_Structure_Interaction_General_Aspects/Energy_dissipation_frames/ATC_Short_Building_PD.mp4}
  {\tiny (MP4)}
\end{flushleft}
% online  
   



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%\vspace*{10mm}  

     









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\begin{frame}

\frametitle{NPP:  ESSI Energy Dissipation}

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

% \vspace*{-5mm}
\begin{center}
% \hspace*{-15mm}
\movie[label=show3,width=10cm,autostart,showcontrols]
{\includegraphics[width=10cm]
{/home/jeremic/tex/works/Conferences/2017/SMiRT_24/present/3D_Nonlinear_Modeling_and_it_Effects/NPP_Plastic_Dissipation_grab.jpg}}
{/home/jeremic/tex/works/Thesis/HanYang/Files_10Aug2017/NPP_Plastic_Dissipation.mp4}
\end{center}




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



\end{frame}

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\begin{frame}

\frametitle{SMR: ESSI Energy Dissipation}

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


% \vspace*{-5mm}
\begin{center}
% \hspace*{-15mm}
\movie[label=show3,width=10cm,showcontrols]
{\includegraphics[width=10cm]
{/home/jeremic/public_html/lecture_notes_online_material/_Chapter_Applications_ESSI_for_NPPs/Energy_Dissipation_Animations/SMR_Energy_Dissipation_screen_grab.jpg}}
{/home/jeremic/public_html/lecture_notes_online_material/_Chapter_Applications_ESSI_for_NPPs/Energy_Dissipation_Animations/SMR_Energy_Dissipation.mp4}
\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/SMR_Energy_Dissipation.mp4}
%  \href{./homo_50m-mesh_45degree_Ormsby.mp4}
  {\tiny (MP4)}
\end{flushleft}
%





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\section{Summary}






% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% \section{Real-ESSI Simulator System}
% 
%       
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% \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  (Real-ESSI) Simulator  
% is  a  software,  hardware  and
% documentation   system   for  high fidelity, high performance, time  domain,
% linear and  nonlinear,  
% elastic and inelastic,  
% deterministic  or probabilistic,
% 3D, 
% modeling and simulation of:
% 
%     \begin{itemize}
% \vspace*{-1mm}
%       \item[-] statics and dynamics of soil,
% \vspace*{-1mm}
%       \item[-]    statics and dynamics of rock,
% \vspace*{-1mm}
%       \item[-]    statics and dynamics of structures,
% \vspace*{-1mm}
%       \item[-]    statics of soil-structure systems, and
% \vspace*{-1mm}
%       \item[-]    dynamics of earthquake soil structure interaction 
%     \end{itemize}
% 
% 
% % 
% % Used for:
% %   \begin{itemize}
% % %\vspace*{1mm}
% %     \item[-] Design, linear elastic, load combinations, dimensioning
% %   
% %   
% % %\vspace*{1mm}
% %     \item[-] Assessment, nonlinear/inelastic, safety margins
% %   
% %   
% %   \end{itemize}
% %   
%   
% %  \vspace*{3mm}
% %Real-ESSI documentation, examples  and program available at  
% %\fbox{\url{http://real-essi.us/}}    
% \fbox{\href{http://real-essi.us/}{http://real-essi.us/}}    
% %\url{http://sokocalo.engr.ucdavis.edu/~jeremic/Real_ESSI_Simulator/}
% %
% %\url{http://real-essi.info/}
% %
% 
% 
% 
% \end{frame}
% 
% 
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%

%

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

  \begin{itemize}

%    \item Importance   of   using  proper  models  correctly  (verification,
%    validation, level of sophistication)
%     
 
% %    \item Reduction of modeling uncertainty 
% %
% \vspace*{1mm}
%     \item[] Numerical modeling to predict and inform
% %     , rather than fit
% 
% %\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*{3mm}
%     \item[] Education and Training is the key!


\vspace*{3mm}
    \item[] Control seismic energy dissipation
      \begin{itemize}
       \item[] Timing
       \item[] Location
      \end{itemize}

\vspace*{3mm}
      Improve
      \begin{itemize}
       \item[] Safety
       \item[] Economy
      \end{itemize}

%\vspace*{3mm}
%   \item[]     Collaborators:    Feng,  Yang,  Behbehani,  Sinha,  Wang, Wang,
%   Pisan{\'o}, Abell, Tafazzoli, Jie, Preisig, Tasiopoulou, Watanabe, Luo, 
%   Cheng, Yang.
   
   
% 
% \vspace*{3mm}
%   \item[]  Funding  from  and  collaboration  with the 
%   US-FEMA/ATC, 
%   US-DOE, 
%   US-NRC, 
%   US-NSF, 
%   CNSC-CCSN, 
%   UN-IAEA, 
%   CH-ENSI/Basler\&Hofmann and 
%   Shimizu Corp. is greatly appreciated,
% 
% 
\vspace*{3mm}
  \item[] Energy calculation tools are available within the Real-ESSI   
    \url{http://real-essi.us}
      

\end{itemize}



\end{frame}
%






\end{document}

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