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% %% Jose Antonio Abell Mena provided this for DSL descriptions
% % (used in a file _Chapter_SoftwareHardware_Domain_Specific_Language_English.tex
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%  \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
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% does not look nice, try deleting the line with the fontenc.



%      Site Specific Dynamics of Structures: 
%From Seismic Source to 
%the Safety of Occupants and Content


\title[Real-ESSI]
        { Modeling and Simulation \\
         Earthquake Soil/Rock Structure Interaction}


%\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}}
{Jeremi{\'c}, Yang, Wang, Salamon}

%\institute[Computational Geomechanics Group \hspace*{0.3truecm}
\institute[\pgfuseimage{university-logo}] % (optional, but mostly needed)
%\institute[\pgfuseimage{university-logo}\hspace*{0.1truecm}\pgfuseimage{lbnl-logo}] % (optional, but mostly needed)
%{ Professor, University of California, Davis\\
{ University of California, Davis, CA, USA \\ 
US Bureau of Reclamation, Denver, CO, USA}
% \\
% %  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 ICOLD\\
         Milano, Italia, September, 2019}

\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,
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%\logo{\pgfuseimage{university-logo}}

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




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% You might wish to add the option [pausesections]
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% Structuring a talk is a difficult task and the following structure
% may not be suitable. Here are some rules that apply for this
% solution:

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

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



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\section{Introduction}




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\subsection{\ }



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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*{2mm}
  \item[]      Use select fidelity (high  $\leftrightarrow$ low) numerical models to
  analyze static and dynamic behavior of soil/rock structure fluid systems


\vspace*{2mm}
  \item[]  Reduction  of modeling uncertainty, ability to perform desired level
  of sophistication modeling and simulation


% \vspace*{1mm}
%   \item[]  Accurately   follow  the  flow   of input and dissipation of  energy 
%   in a soil structure system


\vspace*{2mm}
  \item[]  Development  of  an  expert    system  for modeling and simulation of
  Earthquake,    Soil/Rock,    Structure    and    their    Interaction,   Real-ESSI:
  \hspace*{5mm} \href{http://real-essi.info/}{http://real-essi.info/}



% \vspace*{1mm}
%   \item[]   The  goal is to create methodology and numerical tool that is used to 
%   predict and inform and not to fit
% 


%\vspace*{1mm}
%  \item[]   Directing,   in   space   and   time,   seismic  energy  flow  in  the
%  soil structure system



\end{itemize}
\end{frame}
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%    
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% \begin{frame}
%  \frametitle{Hypothesis}
% 
% \begin{itemize}
% 
% 
% 
% %\vspace*{0.5cm}
%   \item  Interplay            dynamic characteristics of  the  Dynamic Forcing /
%   Earthquake,  Soil/Rock  and  Structure  in  time domain, plays a decisive 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 and
%       \item Economy
%     \end{itemize}
% 
% \end{itemize}
% \end{frame}
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% \begin{frame}
% % \frametitle{Seismic Energy Dissipation for \underline{Soil}-Foundation-Structure Systems}
%  \frametitle{Energy Dissipation in SSI System}
% % \frametitle{Seismic Energy Dissipation for
% %             \underline{Soil}-Foundation-Structure Systems}
% 
% 
% \begin{itemize}
% 
% 
% \vspace*{0.2cm}
%      \item Mechanical dissipation outside of SSI domain:
%        \begin{itemize}
%          \item SSI system oscillation radiation
%          \item reflected wave radiation
%        \end{itemize}
% \vspace*{0.2cm}
%      \item Mechanical dissipation/conversion inside SSI domain:
%        \begin{itemize}
%          \item plasticity of soil subdomain
%          \item plasticity/damage of the parts of structure/foundation
%          \item viscous coupling of porous solid (soil) with pore fluid (air, water)
%          \item viscous coupling of structure/foundation with fluids
% %         \item potential and kinetic energy
% %         \item potential $\leftarrow \! \! \! \! \! \! \rightarrow$ kinetic energy
%        \end{itemize}
% 
% 
% 
% \vspace*{0.2cm}
% %   \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{Predictive Capabilities}
% \frametitle{High Fidelity Modeling of SFS System:
% Verification, Validation and Prediction}

\begin{itemize}

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


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

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

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

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

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


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




\end{itemize}


\end{frame}



% 


 
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%\subsection*{Uncertainties}
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\begin{frame}
 \frametitle{Modeling and Parametric Uncertainty}

\begin{itemize}


  \item[]      Simplified  modeling:    Features (important ?)   are neglected (3C, 6C
  ground motions, inelasticity)

\vspace*{2mm}
     \item[]   Modeling   Uncertainty:   unrealistic   and   unnecessary  modeling
     simplifications

\vspace*{2mm}
     \item[]  Modeling  simplifications   are  justifiable  if  one  or  two  level  higher
     sophistication  model  shows  that  features  being  simplified out are not
     important


\vspace*{2mm}
     \item[]  Material behavior and system loads are uncertain!
%Fran{\c c}ois-Marie Arouet,  Voltaire: 
\\
"Le doute n'est pas une condition agr{\'e}able, mais la certitude est absurde"
Voltaire

%\vspace*{3mm}
%     \item   Chief Engineer in my old company: "I would really love to know what
%     would a realistic response this object be"


\end{itemize}
\end{frame}





% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
\begin{frame}
\frametitle{Modeling Uncertainty: 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}
\begin{center}
\hspace*{-16mm}
%\movie[label=show3,width=5.6cm,poster,autostart,showcontrols]
\movie[label=show3,width=61mm,poster, 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,poster, 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


% online
\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 (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}
 {\tiny (MP4)}
\end{center}
% online






% out  
% out  
\end{frame}




%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
\begin{frame}
\frametitle{Parametric Uncertainty: Soil Stiffness}


\vspace*{10mm}
\begin{figure}[!hbpt]
\begin{center}
%
\hspace*{-7mm}
\includegraphics[width=6.2truecm]{/home/jeremic/tex/works/Papers/2008/JGGE-GoverGmax/figures/YoungModulus_RawData_and_MeanTrend_01-Ed.pdf}
% \hfill
\includegraphics[width=4.8truecm]{/home/jeremic/tex/works/Papers/2008/JGGE-GoverGmax/figures/YoungModulus_Histogram_Normal_01-Ed.pdf}
%
\end{center}
\end{figure}

%\vspace*{-1.8cm}
%\hspace*{-3.3cm}
\begin{flushright}
{\small
%Transformation  of SPT $N$-value: 
%1-D Young's modulus, $E$ 
cf. Phoon and Kulhawy (1999B)
~}
\end{flushright}

\end{frame}































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\section{Pine Flat Dam}





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\subsection{\ }


% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% \begin{frame}
%  \frametitle{Repeat of Simulations}
% 
% \begin{itemize}
% 
% \vspace*{1mm}
%      \item[]
% 
% 
% 
% \end{itemize}
% 
% %
% \end{frame}
%  %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%


%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
\begin{frame}
 \frametitle{Pine Flat Dam, Model}

\begin{itemize}

%\vspace*{1mm}
     \item[] 3D solids, with BCs for 2D analysis
     \item[] Linear elastic and inelastic material and interfaces
     
     \item[] Energy dissipation: material, viscous, numerical, radiation

     \item[] Seismic input, 1C, 3C, 6C, 3$\times$1C, using DRM
%     \item 


\end{itemize}


\vspace*{-5mm}
\begin{figure}[!hbpt]
\begin{center}
%
\hspace*{-8mm}
\includegraphics[width=12.0truecm]{/home/jeremic/tex/works/Reports/2019/Pine_Flats_Dam_USSD/USSD_Dam_Report_2019/Figures/Model_Mesh_No_Reservior.pdf}
%
\end{center}
\end{figure}

%
\end{frame}









% 
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
\begin{frame}
 \frametitle{Mesh Refinement Effects}

%\begin{itemize}
%%\vspace*{1mm}
%     \item Material properties provided
%\end{itemize}
%
\begin{figure}[!hbpt]
\begin{center}
%
\hspace*{-5mm}
\includegraphics[width=11.0truecm]{/home/jeremic/tex/works/Reports/2019/Pine_Flats_Dam_USSD/USSD_Dam_Report_2019/Figures/Model_Refined_Mesh.pdf}
%
\end{center}
\end{figure}

%
\end{frame}




%  
%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
\begin{frame}
 \frametitle{Numerical Damping Effects, Dry, Elastic
   {\Large $\ddot{u}_{hor}^{top}$}, 
   {\Large ${\sigma}_{v}^{heel}$}}

%\begin{itemize}
%%\vspace*{1mm}
%     \item Vertical stress at max tension and max compression
%\end{itemize}

\begin{figure}[!hbpt]
\begin{center}
%
\hspace*{-5mm}
\includegraphics[width=5.5truecm]{/home/jeremic/tex/works/Reports/2019/Pine_Flats_Dam_USSD/USSD_Dam_Report_2019/Figures/Top_Horizontal_Acceleration_IU.pdf}
\hfill
\includegraphics[width=5.5truecm]{/home/jeremic/tex/works/Reports/2019/Pine_Flats_Dam_USSD/USSD_Dam_Report_2019/Figures/Different_NP_Heel_Vertical_Stress_IU.pdf}
\hspace*{-5mm}
%\\
%\includegraphics[width=4.0truecm]{/home/jeremic/tex/works/Reports/2019/Pine_Flats_Dam_USSD/USSD_Dam_Report_2019/Figures/Dam_Base_Vertical_Stress_Max_US.pdf}
%\includegraphics[width=4.0truecm]{/home/jeremic/tex/works/Reports/2019/Pine_Flats_Dam_USSD/USSD_Dam_Report_2019/Figures/Dam_Base_Vertical_Stress_Min_US.pdf}

%
\end{center}
\end{figure}

%
\end{frame}





%  
%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
\begin{frame}
 \frametitle{Numerical Damping Effects, Wet, Inelastic 
   {\Large $\ddot{u}_{hor}^{top}$}, 
   {\Large ${\sigma}_{v}^{heel}$}}

%\begin{itemize}
%%\vspace*{1mm}
%     \item Vertical stress at max tension and max compression
%\end{itemize}

\begin{figure}[!hbpt]
\begin{center}
%
\hspace*{-5mm}
%\includegraphics[width=5.5truecm]{/home/jeremic/tex/works/Reports/2019/Pine_Flats_Dam_USSD/USSD_Dam_Report_2019/Figures/Case_D3_Different_NP_Top_Horizontal_Acceleration_IU.pdf}
\includegraphics[width=5.5truecm]{/home/jeremic/tex/works/Thesis/HanYang/Pine_Flat_Dam/nicer_plots_03Sep2019/new_figs_Sep2019/compare_numerical_damping/with_contact/Top_Horizontal_Acceleration_Zoomin.pdf}
\hfill
\includegraphics[width=5.5truecm]{/home/jeremic/tex/works/Thesis/HanYang/Pine_Flat_Dam/nicer_plots_03Sep2019/new_figs_Sep2019/compare_numerical_damping/with_contact/Heel_Vertical_Stress_Zoomin.pdf}
%\includegraphics[width=5.5truecm]{/home/jeremic/tex/works/Reports/2019/Pine_Flats_Dam_USSD/USSD_Dam_Report_2019/Figures/Case_D3_Different_NP_Top_Horizontal_Acceleration_IU.pdf}
\hspace*{-5mm}
%\\
%\includegraphics[width=4.0truecm]{/home/jeremic/tex/works/Reports/2019/Pine_Flats_Dam_USSD/USSD_Dam_Report_2019/Figures/Dam_Base_Vertical_Stress_Max_US.pdf}
%\includegraphics[width=4.0truecm]{/home/jeremic/tex/works/Reports/2019/Pine_Flats_Dam_USSD/USSD_Dam_Report_2019/Figures/Dam_Base_Vertical_Stress_Min_US.pdf}

%
\end{center}
\end{figure}

%
\end{frame}


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%  
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\section{Conclusion}



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%    \item Importance   of   using  proper  models  correctly  (verification,
%    validation, level of sophistication)
%     
 
%    \item Reduction of modeling uncertainty 
%
\vspace*{2mm}
    \item[] Numerical modeling to predict and inform, rather than fit

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%    \item Change of demand due to inelastic effects

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%      \begin{itemize}
%         \item Reduction of dynamic motions
%         \item Increase in deformations
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\vspace*{2mm}
    \item[] Brave effort of ICOLD, assess numerical analysis of dams!
%    \item[]  Sophisticated inelastic/nonlinear modeling and simulations need to be
%    done carefully and in phases
%
%\vspace*{2mm}
%    \item[] Modeling and simulation needs to be
%    done carefully and in phases
%%    \item[]  Sophisticated inelastic/nonlinear modeling and simulations need to be
%%    done carefully and in phases


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


% \vspace*{1mm}
%    \item     Collaborators:    Feng,  Yang,  Behbehani,  Sinha,  Wang,
%    Pisan{\'o}, Abell, Tafazzoli, Jie, Preisig, Tasiopoulou, Watanabe, Cheng, Yang...
%    
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% \vspace*{1mm}
%   \item  Funding  from  and  collaboration  with  the US-DOE, US-NRC, US-NSF, 
%   CNSC-CCSN, UN-IAEA, and Shimizu Corp. is greatly appreciated,
% 

\vspace*{2mm}
  \item[] {\large \url{http://real-essi.info/}}

      

\end{itemize}

 
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