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% % (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
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% for inclusion of other PDF pages, in this case Frank's presentation
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%  \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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%%%%%%%
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%%%%%%%
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%%%%  HYPERREF  HYPERREF  HYPERREF  HYPERREF  HYPERREF
%%%%  HYPERREF  HYPERREF  HYPERREF  HYPERREF  HYPERREF
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%             pdftex]{hyperref}


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


\title[CEATI]
        { Dam Safety Interest Group
          \\
          General Meeting
          \\
          ~
          \\
          Guidelines for Structural Analysis of 
          \\
          Concrete Dams
%          \\
%          Seismic Working Group
}


%\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.
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\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} (part of my presentation, will merge with Jerzy
{Boris' part, will merge with Jerzy's PPT slides
}

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\institute[] % (optional, but mostly needed)
{}


\date[] % (optional, should be abbreviation of conference name)
{\small CEATI\\
         Orange County, 01Oct2019}

\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}}




% % Delete this, if you do not want the table of contents to pop up at
% % the beginning of each subsection:
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% \begin{frame}
%   \frametitle{Outline}
% 
%    \begin{scriptsize}
%   \tableofcontents
% % 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}
%  
%  
%  
%  
%  %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%  %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%  %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%  %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%  
%  \subsection{Motivation}
%  
%  
%  
%  %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%  
\section{MAIN SLIDES}
\subsection{\ }

%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
\begin{frame}
 \frametitle{Numerical Modeling Approach for Concrete Dams }

\begin{itemize}



%\vspace*{0.3cm}
  \item[-]  Improve  modeling  and  simulation  for  dam-foundation systems
 

% \vspace*{2mm}
%  \item[]  Expert numerical modeling and simulation tool

\vspace*{1mm}
  \item[-]      Use select fidelity (high  $\leftrightarrow$ low) numerical models to
  analyze static and dynamic behavior of Dam-Foundation-Reservoir (DFR) systems


\vspace*{1mm}
  \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*{1mm}
  \item[-]  Develop 
           \\  
           {\bf Best Practice for Advanced Analysis of Concrete Dams}
%    an  expert    system  for modeling and simulation of
%  Earthquakes,    Soils,    Structures    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}
%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%


   
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% \begin{frame}
%  \frametitle{AIAA Statement}
% 
% 
% 
%        Editorial policy of the American Institute of
%               Aeronautics and Astronautics (AIAA) Journal:
% 
%               The AIAA journals will not accept for publication
%               any paper reporting:
% 
% 
% \begin{itemize}
% 
% 
%   \item    Numerical solution of an engineering problem that fails adequately to
%   address accuracy of the computer results, or
% 
% 
% 
%   \item  experimental results unless the accuracy of the data is adequately presented
% 
% 
% \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*{5mm}
     \item[-]  {{  Verification}  provides  evidence  that  the  model is solved
     correctly.} Mathematics issue.

\vspace*{5mm}
     \item[-]  {{  Validation}  provides  evidence  that  the  correct  model is
     solved.} Physics issue.


\end{itemize}


\end{frame}



% 

  
%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
\begin{frame}
 \frametitle{Predict and Inform}
% \frametitle{High Fidelity Modeling of SFS System:
% Verification, Validation and Prediction}

\begin{itemize}

   \item[-]  Modeling  and  parametric uncertainties are always present, need to be
   addressed 

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

\vspace*{5mm}
     \item[-] Goal: Predict and Inform rather than (force) Fit



\vspace*{5mm}
     \item[-] Chief Engineer, Energoprojekt-Hydroengineering Comp.:\\
      "I  would  love  to  know a real response of this dam"



\vspace*{5mm}
     \item[-] Engineer needs to know!





\end{itemize}


\end{frame}



% 


 
%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
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%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
\begin{frame}
 \frametitle{Modeling Uncertainty}

\begin{itemize}


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

\vspace*{5mm}
     \item[-]   Modeling   Uncertainty:   unrealistic   and   unnecessary  modeling
     simplifications

\vspace*{5mm}
     \item[-]    Modeling  simplifications   are  justifiable  if  one  or  two 
     level  higher sophistication model shows that features being simplified out
     are not important


%\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}




%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%\subsection{\ }










   

%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
\begin{frame}
 \frametitle{Modeling Effects, Currently Understood}
% \frametitle{Current Progress in Best Practice for Advanced Analysis of Concrete Dams}



\begin{itemize}

  \item  Mesh size effects

\vspace*{1mm}
  \item Boundary conditions, seismic motions input DRM, free field

\vspace*{1mm}
  \item Inelastic models for soil, rock, concrete, stele

\vspace*{1mm}
  \item Inelastic models for interfaces/joints/contacts

\vspace*{1mm}
  \item    Mechanical    Energy    flow    in    and    out    of
        the Dam-Foundation-Reservoir (DFR) system

\vspace*{1mm}
  \item Convergence tolerances for both constitutive level and FEM level

\vspace*{1mm}
  \item Numerical/algorithmic damping

\vspace*{1mm}
  \item Verification of finite elements and  algorithms

%  \item 



\end{itemize}


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



%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
\begin{frame}
 \frametitle{Modeling Effects that Need More Work}
% \frametitle{Further Development of Best Practice for Advanced Analysis of Concrete Dams}


%What still needs to be done...

\begin{itemize}

  \item Full 3C/6C seismic motions

\vspace*{1mm}
  \item  Models   for  regular and Alkali-Silica Reaction (ASR)   concrete,

\vspace*{1mm}
  \item  Models   for dry and wet interfaces/joints/contacts

\vspace*{1mm}
  \item Modeling full DFR system

\vspace*{1mm}
  \item Propagation of seismic energy through DFR system


\vspace*{1mm}
  \item Propagation of uncertainty in material and loads through DFR system

\vspace*{1mm}
  \item Estimations of accuracy of results



\end{itemize}


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


%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
\begin{frame}
 \frametitle{Full 3C/6C Seismic Motions}

\vspace*{2mm}  
\begin{figure}[!htb]
\begin{flushleft}
\hspace*{-5mm}
\includegraphics[width=3.5cm]{/home/jeremic/tex/works/Conferences/2019/CEATI_meeting_01Oct2019/present/stress_test_concrete_dam.pdf}
\end{flushleft}
\end{figure}

%  %      
%  %      
%  % Pine Flat dam     
%  %      
\vspace*{-35mm}
\begin{flushright}
% \hspace*{-15mm}
\movie[label=show3,width=8.00cm,poster,autostart,showcontrols]
{\includegraphics[width=8.00cm]
{/home/jeremic/public_html/lecture_notes_online_material/_Chapter_Applications_Concrete_Dams/Pine_Flat_Dam/dynamic_response_inclination.jpg}}
{/home/jeremic/public_html/lecture_notes_online_material/_Chapter_Applications_Concrete_Dams/Pine_Flat_Dam/dynamic_response_inclination.mp4}
\end{flushright}

\begin{flushright}
\vspace*{-5mm}
\href{http://sokocalo.engr.ucdavis.edu/~jeremic/lecture_notes_online_material/_Chapter_Applications_Concrete_Dams/Pine_Flat_Dam/dynamic_response_inclination.mp4}
%  \href{./homo_50m-mesh_45degree_Ormsby.mp4}
  {\tiny (MP4)}
\end{flushright}
%



 
\vspace*{-2mm}  
\begin{figure}[!htb]
\begin{center}
\hspace*{-5mm}  
%\includegraphics[width=4cm]{/home/jeremic/tex/works/consulting/2017/IAEA/TECDOC/Version_14Mar2017/1Dvs3x1Dvs3D_waves_02.pdf}
\includegraphics[width=7.0cm]{/home/jeremic/tex/works/Conferences/2019/CEATI_meeting_01Oct2019/present/1Dvs3x1Dvs3D_waves_03_Concrete_Dam.pdf}
\hspace*{4mm}
\includegraphics[width=3.6cm]{/home/jeremic/tex/works/Conferences/2019/CEATI_meeting_01Oct2019/present/1Dvs3x1Dvs3D_waves_02_Concrete_Dam.pdf}
\hspace*{-5mm}
\end{center}
\end{figure}



\begin{itemize}
  \item 
\end{itemize}
\end{frame}
%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%

%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
\begin{frame}
 \frametitle{Regular and ASR Concrete}
 
   \begin{figure}[!h]
    \begin{center}
\hspace*{-15mm}
     \includegraphics[width=2truecm]{/home/jeremic/tex/works/Conferences/2018/DOE_LBNL_Advisory_Board_meet_08Jun2018/present/OECD_presentation/Figures/Rebar_Plan.pdf}
     \includegraphics[width=4truecm]{/home/jeremic/tex/works/Conferences/2018/DOE_LBNL_Advisory_Board_meet_08Jun2018/present/OECD_presentation/Figures/3D_mesh.pdf}
\includegraphics[width=2.8truecm]{/home/jeremic/tex/works/Conferences/2018/DOE_LBNL_Advisory_Board_meet_08Jun2018/present/OECD_presentation/Figures/Reg_A_Force_Displacement.pdf}
\includegraphics[width=2.8truecm]{/home/jeremic/tex/works/Conferences/2018/DOE_LBNL_Advisory_Board_meet_08Jun2018/present/OECD_presentation/Figures/ASR_A1_Force_Displacement.pdf}
\hspace*{-15mm}
    \end{center}
\end{figure}


\vspace{-2mm}
\begin{figure}[!htbp]
\begin{center}
\includegraphics[width=10.0truecm]{/home/jeremic/tex/works/Conferences/2018/DOE_Natural_Hazartd_Oct2018/Present/OECD_wall_damage_3_stages.jpg}
\end{center}
\end{figure}



% \vspace{-20mm}
% \begin{figure}[!htbp]
% \hspace*{-10mm}
% \begin{center}
% \includegraphics[width=4.0truecm]{/home/jeremic/tex/works/Conferences/2018/DOE_LBNL_Advisory_Board_meet_08Jun2018/present/OECD_presentation/Figures/Damage_3000.pdf}
% \hspace*{-5mm}
% \includegraphics[width=4.0truecm]{/home/jeremic/tex/works/Conferences/2018/DOE_LBNL_Advisory_Board_meet_08Jun2018/present/OECD_presentation/Figures/Damage_5000.pdf}
% \hspace*{-5mm}
% \includegraphics[width=4.0truecm]{/home/jeremic/tex/works/Conferences/2018/DOE_LBNL_Advisory_Board_meet_08Jun2018/present/OECD_presentation/Figures/Damage_10000.pdf}
% \end{center}
% \end{figure}
% 
% 
% \vspace*{-5mm}
% \hspace*{12mm}
% \begin{footnotesize}
% $u_y$ = 1.4 mm
% \hspace{12mm}
% $u_y$ = 1.8 mm
% \hspace{12mm}
% $u_y$ = 3.0 mm
% \end{footnotesize}
  

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

%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
\begin{frame}
 \frametitle{Dry and Wet Interfaces/Joints/Contacts}

%\vspace*{-5mm}
\begin{center}
% \hspace*{-15mm}
\movie[label=show3,width=7cm,poster,autostart,showcontrols]
{\includegraphics[width=7.0cm]
{/home/jeremic/public_html/lecture_notes_online_material/_Chapter_Applications_Concrete_Dams/Pine_Flat_Dam/Case_D3_Gap_Open_more.jpg}}
{/home/jeremic/public_html/lecture_notes_online_material/_Chapter_Applications_Concrete_Dams/Pine_Flat_Dam/Case_D3_Gap_Open_more.mp4}
\end{center}

\begin{flushleft}
\vspace*{-15mm}
\href{http://sokocalo.engr.ucdavis.edu/~jeremic/lecture_notes_online_material/_Chapter_Applications_Concrete_Dams/Pine_Flat_Dam/Case_D3_Gap_Open_more.mp4}
%  \href{./homo_50m-mesh_45degree_Ormsby.mp4}
  {\tiny (MP4)}
\end{flushleft}

 

\vspace*{5mm}
\begin{figure}[!hbpt]
\begin{center}
%
\hspace*{-5mm}
\includegraphics[width=4.5truecm]{/home/jeremic/tex/works/Reports/2019/Pine_Flats_Dam_USSD/USSD_Dam_Report_2019/Figures/Case_D3_Different_NP_Top_Horizontal_Acceleration_IU.pdf}
\hfill
\includegraphics[width=4.5truecm]{/home/jeremic/tex/works/Reports/2019/Pine_Flats_Dam_USSD/USSD_Dam_Report_2019/Figures/Case_D3_Different_NP_Heel_Vertical_Stress_IU.pdf}
\hspace*{-5mm}
\end{center}
\end{figure}



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

%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
\begin{frame}
 \frametitle{Modeling Full DFR System}

% Hydrodynamic 

\begin{flushleft}
% \hspace*{-15mm}
\movie[label=show3,width=6.5cm,poster,autostart,showcontrols]
{\includegraphics[width=6.5cm]
{/home/jeremic/public_html/lecture_notes_online_material/_Chapter_Applications_Concrete_Dams/Pine_Flat_Dam/dynamic_pressure.jpg}}
{/home/jeremic/public_html/lecture_notes_online_material/_Chapter_Applications_Concrete_Dams/Pine_Flat_Dam/dynamic_pressure.mp4}
\end{flushleft}

\begin{flushleft}
\vspace*{5mm}
\href{http://sokocalo.engr.ucdavis.edu/~jeremic/lecture_notes_online_material/_Chapter_Applications_Concrete_Dams/Pine_Flat_Dam/dynamic_pressure.mp4}
%  \href{./homo_50m-mesh_45degree_Ormsby.mp4}
  {\tiny (MP4)}
\end{flushleft}
%


\vspace*{-50mm}
\begin{flushright}
% \hspace*{-15mm}
\movie[label=show3,width=4.5cm,poster,autostart,showcontrols]
{\includegraphics[width=4.5cm]
{/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{flushright}


\begin{flushright}
\vspace*{5mm}
\href{http://sokocalo.engr.ucdavis.edu/~jeremic/lecture_notes_online_material/_Chapter_Applications_Earthquake_Soil_Structure_Interaction_General_Aspects/Fluid_Solid_interaction/Solid_Fluid_Interaction.mp4}
%  \href{./homo_50m-mesh_45degree_Ormsby.mp4}
  {\tiny (MP4)}
\end{flushright}
%




\end{frame}
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\begin{frame}
 \frametitle{Propagation of Seismic Energy through DFR System}

%\vspace*{-10mm}
\hspace*{-10mm}
\begin{itemize}

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


\vspace*{1mm}
     \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 rock, soil, interfaces, \\
                 structure, foundation, dissipators
         \item[-] Viscous coupling with \\
                 internal/pore fluids
         \item[-] Viscous coupling with \\
                 external fluids, reservoir
% %         \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}

\vspace*{-45mm}
\begin{figure}[!H]
\begin{flushright}
%\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=5cm]{/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}
\hspace*{-10mm}
\end{flushright}
\end{figure}




\end{frame}
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\begin{frame}
 \frametitle{Propagation of Uncertainty in Material and Loads}


\begin{figure}[!hbpt]
\begin{flushleft}
%\includegraphics[width=8cm]{/home/jeremic/tex/works/Papers/2007/ProbabilisticYielding/figures/vonMises_G_and_cu_very_uncertain/Contour_PDF-edited.pdf}
\includegraphics[width=4cm]{/home/jeremic/tex/works/Conferences/2012/DOE-LLNL-workshop-27-28-Feb-2012/ProbabilisticYielding_vonMises_G_and_cu_very_uncertain_Contour_PDF-edited.pdf}
\end{flushleft}
\end{figure}

\vspace*{-40mm}
\begin{flushright}
% \hspace*{-15mm}
\movie[label=show3,width=6cm,poster,autostart,showcontrols]
{\includegraphics[width=6cm]{/home/jeremic/tex/works/Thesis/MaximeLacour/Files_06Jun2017/Panel_Review_Slides_ML/Latex/img/figure_elastic_900.png}}
% /home/jeremic/tex/works/Thesis/MaximeLacour/Files_06Jun2017/Panel_Review_Slides_ML/Latex/img/figure_PEP_25.pdf
%{/home/jeremic/tex/works/Thesis/MaximeLacour/Files_06Jun2017/Panel_Review_Slides_ML/Animations/SEPFEM_Animation_Elastic.mp4}
{/home/jeremic/public_html/lecture_notes_online_material/_Chapter_Probabilistic_Elasto_Plasticity_and_Stochastic_Elastic_Plastic_Finite_Element_Method/SEPFEM_Animation_Elastic.mp4}
\end{flushright}



\end{frame}
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\begin{frame}
 \frametitle{Accuracy of Results, Unit Tests}


Development  of  unit  tests  for  components  and full dam-reservoir-foundation
system

Set        of      unit  test  problems, where very accurate solutions exist, in
addition to basic verification problems, that are used to verify given numerical
modeling approach:

\begin{itemize}

  \item Wave propagation, free field, 1C and/or 3C

  \item Wave propagation, dam structure, 1C and/or 3C 

  \item Wave propagation, dam and foundation, 1C and/or 3C 

  \item Material constitutive behavior, concrete

  \item Material constitutive behavior, rock



\end{itemize}

\end{frame}
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\section{EXTRA SLIDES}
\subsection{\ }


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\begin{frame}
 \frametitle{EXTRA SLIDE}

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




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

\begin{itemize}

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


\vspace*{4mm}
     \item[] Energy dissipation outside SSI domain:
       \begin{itemize}
         \item[] SSI system oscillation radiation
         \item[] Reflected wave radiation
       \end{itemize}
%\vspace*{1mm}
     \item[] Energy dissipation/conversion inside SSI domain:
       \begin{itemize}
         \item[] Inelasticity of soil, contact zone, structure, foundation, dissipators
         \item[] Viscous coupling with internal/pore fluids
         \item[] Viscous coupling with external fluids, reservoir
% %         \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 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}
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% % 
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
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\begin{frame}
 \frametitle{Modeling Uncertainty, 6C vs 1C Motions}



%  %      
%  %      
%  % Pine Flat dam     
%  %      
\vspace*{-5mm}
\begin{center}
% \hspace*{-15mm}
\movie[label=show3,width=11.00cm,poster,autostart,showcontrols]
{\includegraphics[width=11.00cm]
{/home/jeremic/public_html/lecture_notes_online_material/_Chapter_Applications_Concrete_Dams/Pine_Flat_Dam/dynamic_response_inclination.jpg}}
{/home/jeremic/public_html/lecture_notes_online_material/_Chapter_Applications_Concrete_Dams/Pine_Flat_Dam/dynamic_response_inclination.mp4}
\end{center}

\begin{flushleft}
\vspace*{-5mm}
\href{http://sokocalo.engr.ucdavis.edu/~jeremic/lecture_notes_online_material/_Chapter_Applications_Concrete_Dams/Pine_Flat_Dam/dynamic_response_inclination.mp4}
%  \href{./homo_50m-mesh_45degree_Ormsby.mp4}
  {\tiny (MP4)}
\end{flushleft}
%





\end{frame}







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\begin{frame}
\frametitle{Parametric Uncertainty: Material/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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\begin{frame}
 \frametitle{Solid/Structure-Fluid Interaction, Example}



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


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





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








% 
%    
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% \begin{frame} 
% 
% \frametitle{Uncertainty Propagation through 
% Inelastic System}
% 
% % 
% 
% \begin{itemize}
% 
% 
% 
% \item Incremental el--pl constitutive equation
% %  
%     \begin{eqnarray}
%     \nonumber
%   \Delta \sigma_{ij} 
%   = 
% %  E^{EP}_{ijkl} 
%      E^{EP}_{ijkl} \; \Delta \epsilon_{kl}  
%      =  
%      \left[
%      E^{el}_{ijkl}
%        -
%        \frac{\displaystyle  E^{el}_{ijmn} m_{mn} n_{pq} E^{el}_{pqkl}}
%            {\displaystyle n_{rs} E^{el}_{rstu} m_{tu} - \xi_* h_*}
%            \right]
%     \Delta \epsilon_{kl}
%     \end{eqnarray}
% 
%  
%   
% 
% \vspace*{2mm}
% \item Dynamic Finite Elements
% %
% \begin{equation}
% { M} \ddot{ u_i} +
% { C} \dot{ u_i} +
% { K}^{ep} { u_i} =
% { F(t)}
%     \nonumber
% \end{equation}
% 
% 
% \vspace*{2mm}
% \item Material and load parameters are uncertain
% 
% 
% 
% \end{itemize}
% 
% 
% 
% \end{frame}
% 
% 




 
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\begin{frame} 

\frametitle{Probabilistic Elastic-Plastic Response}


\begin{figure}[!hbpt]
\begin{center}
%\includegraphics[width=8cm]{/home/jeremic/tex/works/Papers/2007/ProbabilisticYielding/figures/vonMises_G_and_cu_very_uncertain/Contour_PDF-edited.pdf}
\includegraphics[width=8cm]{/home/jeremic/tex/works/Conferences/2012/DOE-LLNL-workshop-27-28-Feb-2012/ProbabilisticYielding_vonMises_G_and_cu_very_uncertain_Contour_PDF-edited.pdf}
\end{center}
\end{figure}

\end{frame}



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\begin{frame}
\frametitle{Probabilistic Elastic-Plastic Modeling}


% % \vspace*{-5mm}
% \begin{center}
% % \hspace*{-15mm}
% \movie[label=show3,width=7cm,poster,autostart,showcontrols]
% {\includegraphics[width=7cm]
% {/home/jeremic/tex/works/Thesis/HanYang/Files_06June2017/DOE_Annual_2017/Figures/NPP_Plastic_Dissipation_Density.png}}
% %{/home/jeremic/tex/works/Thesis/HanYang/Files_06June2017/DOE_Annual_2017/Figures/NPP_without_Contact_vonMises.mp4}
% {NPP_without_Contact_vonMises.mp4}
% \end{center}

%\vspace*{-5mm}
\begin{center}
% \hspace*{-15mm}
\movie[label=show3,width=9cm,poster,autostart,showcontrols]
{\includegraphics[width=9cm]
{/home/jeremic/tex/works/Thesis/MaximeLacour/Files_06Jun2017/Panel_Review_Slides_ML/Latex/img/figure_PEP_25.png}}
% /home/jeremic/tex/works/Thesis/MaximeLacour/Files_06Jun2017/Panel_Review_Slides_ML/Latex/img/figure_PEP_25.pdf
%{/home/jeremic/tex/works/Thesis/MaximeLacour/Files_06Jun2017/Panel_Review_Slides_ML/Animations/PEP_Animation.mp4}
{/home/jeremic/public_html/lecture_notes_online_material/_Chapter_Probabilistic_Elasto_Plasticity_and_Stochastic_Elastic_Plastic_Finite_Element_Method/PEP_Animation.mp4}
\end{center}

%
% \includegraphics[width = 12cm]{./img/figure_PEP_25.pdf}


\end{frame}












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\begin{frame}
\frametitle{SEPFEM: Example in 1D}


\vspace*{-2mm}
\begin{center}
% \hspace*{-15mm}
\movie[label=show3,width=9cm,poster,autostart,showcontrols]
{\includegraphics[width=9cm]{/home/jeremic/tex/works/Thesis/MaximeLacour/Files_06Jun2017/Panel_Review_Slides_ML/Latex/img/figure_elastic_900.png}}
% /home/jeremic/tex/works/Thesis/MaximeLacour/Files_06Jun2017/Panel_Review_Slides_ML/Latex/img/figure_PEP_25.pdf
%{/home/jeremic/tex/works/Thesis/MaximeLacour/Files_06Jun2017/Panel_Review_Slides_ML/Animations/SEPFEM_Animation_Elastic.mp4}
{/home/jeremic/public_html/lecture_notes_online_material/_Chapter_Probabilistic_Elasto_Plasticity_and_Stochastic_Elastic_Plastic_Finite_Element_Method/SEPFEM_Animation_Elastic.mp4}
\end{center}

% \includegraphics[width = 12cm]{./img/figure_elastic_900.pdf}




\end{frame}






















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% \section{Seismic Motions, Inelasticity and Uncertainty}
% 
% 
% 
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% \subsection{Six Component Seismic Motions}
% 
%     
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% 
% \begin{frame}
%   \frametitle{3C, 6C Seismic Motions}
% 
% \vspace*{2mm}
% 
% \begin{itemize}
% 
%    \item  All (most) measured motions are full 3C, 6C
% 
%    \item  One example of an almost 2C motion (LSST07, LSST12)
% \vspace*{2mm}
% 
% 
% \begin{figure}[!hbpt]
% \begin{center}
% %
% \hspace*{-5mm}
% \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*{-5mm}
% %
% \end{center}
% \end{figure}
%    
% 
% %
% %   \item  1D (?): M 6.9 San Pablo, Guatemala EQ, 14Jun2017
% %
% \end{itemize}
% 
% 
% \end{frame}
% 
% 
% 
% 
% 
% 
%  
%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
\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




\end{itemize}
 
\end{frame}


 
%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
\begin{frame}
\frametitle{Regional Geophysical  Models}

 \begin{figure}[!htb]
 \begin{center}
  \includegraphics[width=5truecm]{/home/jeremic/tex/works/Conferences/2017/CompDyn2017/Present_PLENARY/San_Francisco__Regional_Model_BIG.jpg}
  \includegraphics[width=5.2truecm]{/home/jeremic/tex/works/Conferences/2017/CompDyn2017/Present_PLENARY/San_Francisco__Regional_Model.jpg}
 \end{center}
% \caption{\label{Fig:NPP_Model_In_Real_ESSI} Nuclear Power Plant Model with Shallow Foundation }
 \end{figure}

Rodgers and Pitarka 

\end{frame}

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

%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
\begin{frame}
\frametitle{Regional Geophysical  Models}

 \begin{figure}[!htb]
 \begin{center}
  \includegraphics[width=10truecm]{/home/jeremic/tex/works/Conferences/2017/CompDyn2017/Present_PLENARY/USG-Bay_Area_Model_CC_det2_sm.jpg}
 \end{center}
% \caption{\label{Fig:NPP_Model_In_Real_ESSI} Nuclear Power Plant Model with Shallow Foundation }
 \end{figure}

USGS
 
\end{frame}

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

% % 
% % 
% % 
% % %  
% % %  %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% % %  \begin{frame}
% % %  \frametitle{Example Regional Model}
% % %  
% % %   \begin{figure}[!htb]
% % %   \begin{center}
% % %    \includegraphics[width=5.5truecm]{/home/jeremic/tex/works/Conferences/2017/CompDyn2017/Present_PLENARY/Vs_at_top.jpg}
% % %  %  \includegraphics[width=5truecm]{/home/jeremic/tex/works/Conferences/2017/CompDyn2017/Present_PLENARY/Horizontal_Velocity_at_12s.jpg}
% % %    \includegraphics[width=5truecm]{/home/jeremic/tex/works/Conferences/2017/CompDyn2017/Present_PLENARY/Peak_Velocity.jpg}
% % %   \end{center}
% % %  % \caption{\label{Fig:NPP_Model_In_Real_ESSI} Nuclear Power Plant Model with Shallow Foundation }
% % %   \end{figure}
% % %   
% % %  \end{frame}
% % %  
% % %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% % 
%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
\begin{frame}
\frametitle{Example Regional Model (Rodgers)}




  
%\vspace*{5mm}
\begin{center}
%\hspace*{-5mm}
%
%\movie[label=show3,width=10.0cm,poster,autostart,showcontrols]
\movie[label=show3,width=8.0cm,poster]
%\movie[label=show3,width=6.0cm,poster,showcontrols]
  {\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}
\hspace*{-5mm}
%
\end{center}


% online   
\vspace*{-5mm}
\begin{flushleft}
\hspace*{-5mm}
\href{http://sokocalo.engr.ucdavis.edu/~jeremic/lecture_notes_online_material/_Chapter_Applications_ESSI_for_NPPs/NPP_animations_August2017/M6_5_s500_BASIN_STOCHASTIC_mag_SLOW.mpg}
  {\tiny (MP4)}
%\hspace*{-5mm}
\end{flushleft}
% online






% out 
% out %\vspace*{-2mm}
% out \begin{center}
% out \hspace*{-15mm}
% out %
% out \movie[label=show3,width=8.0cm,poster,autostart,showcontrols]
% out   {\includegraphics[width=60mm]{BJicon.png}}{/home/jeremic/tex/works/Conferences/2017/CompDyn2017/Present_PLENARY/M6.5_s500_BASIN+STOCHASTIC.mag.SLOW.mpg}
% out \hspace*{-15mm}
% out %
% out \end{center}
% out 
% out 
% out \begin{flushleft}
% out \vspace*{-15mm}
% out \href{http://sokocalo.engr.ucdavis.edu/~jeremic/lecture_notes_online_material/_Chapter_Applications_Earthquake_Soil_Structure_Interaction_General_Aspects/Rodgers_Free_Field_motions/M6.5_s500_BASIN+STOCHASTIC.mag.SLOW.mpg}
% out %  \href{./homo_50m-mesh_45degree_Ormsby.mp4}
% out   {\tiny (MP4)}
% out \end{flushleft}
% out %
% out 


\end{frame}

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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

\end{itemize}

\vspace*{-3mm}
\begin{figure}[!H]
\begin{center}
 \includegraphics[width=6.5cm]{/home/jeremic/tex/works/Conferences/2015/CompDyn/Present/6D_to_1D_01.jpg}
\end{center}
\end{figure}



 \end{frame}


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\begin{frame}
\frametitle{6C Free Field Motions (closeup)}


  
%\vspace*{-2mm}
\begin{center}
\movie[label=show3,width=80mm,poster,showcontrols]
{\includegraphics[width=80mm]{/home/jeremic/tex/works/Conferences/2016/IAEA_TecDoc_February2016/My_Current_Work/movie_input_closeup_mp4_icon.jpeg}}
{/home/jeremic/public_html/lecture_notes_online_material/_Chapter_Applications_ESSI_for_NPPs/Free_Field_small_model_April2015/movie_input_closeup.mp4}
\end{center}

\begin{flushleft}
\href{http://sokocalo.engr.ucdavis.edu/~jeremic/lecture_notes_online_material/_Chapter_Applications_ESSI_for_NPPs/Free_Field_small_model_April2015/movie_input_closeup.mp4}
  {\tiny (MP4)}
\end{flushleft}
% local
% local
%


% out 
% out  
% out  \vspace*{-2mm}
% out  \begin{center}
% out  \hspace*{-7mm}
% out  \movie[label=show3,width=8.8cm,poster,autostart,showcontrols]
% out    {\includegraphics[width=70mm]{BJicon.png}}{movie_input_closeup.mp4}
% out  \end{center}
% out   
% out  \begin{flushleft}
% out  \vspace*{-15mm}
% out  \href{http://sokocalo.engr.ucdavis.edu/~jeremic/lecture_notes_online_material/_Chapter_Applications_Earthquake_Soil_Structure_Interaction_General_Aspects/ESSI_VisIt_movies_Jose_01AApr2015/movie_input_closeup.mp4}
% out  %  \href{./homo_50m-mesh_45degree_Ormsby.mp4}
% out    {\tiny (MP4)}
% out  \end{flushleft}
% out  %
% out  

 \end{frame}



%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
\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}
\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      
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% out  \movie[label=show3,width=61mm,poster, showcontrols]
% out    {\includegraphics[width=60mm]{movie_ff_3d_mp4_icon.jpeg}}{movie_ff_3d.mp4}
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% out  %  \href{./homo_50m-mesh_45degree_Ormsby.mp4}
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% out  \href{http://sokocalo.engr.ucdavis.edu/~jeremic/lecture_notes_online_material/_Chapter_Applications_Earthquake_Soil_Structure_Interaction_General_Aspects/ESSI_VisIt_movies_Jose_19May2015/movie_ff_1d.mp4}
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% out  % online    {\includegraphics[width=50mm]{movie_ff_3d_mp4_icon.jpeg}}
% out  % online  %
% out  % 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{1D vs 3$\times$1C vs 3C Seismic Motions}
% % 
% % 
% % \begin{itemize}
% % 
% % \vspace{2mm}
% %  \item 1D is required by the code
% % 
% % \vspace{4mm}
% %  \item 3$\times$1D can be used depending on frequency/wave length of interest, 
% % 
% % \vspace{4mm}
% %  \item 3C is more realistic, however it is challenging to define motions in full 3C
% % 
% % \end{itemize}
% % \end{frame}
% % 
% % %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% % 
% % 
% % 
% % %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% % \begin{frame}
% %  \frametitle{When to  use  3C and/or 3$\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{6C vs 1C NPP ESSI Response Comparison}
% %  
% %   
% %  % local
% %  \vspace*{-2mm}
% %  \begin{center}
% %  \hspace*{-7mm}
% %  %\movie[label=show3,width=8.8cm,poster,autostart,showcontrols]
% %  \movie[label=show3,width=8.8cm,poster, showcontrols]
% %    {\includegraphics[width=92mm]
% %    {/home/jeremic/tex/works/Conferences/2016/IAEA_TecDoc_February2016/My_Current_Work/movie_2_npps_mp4_icon.jpeg}}
% %    {/home/jeremic/public_html/lecture_notes_online_material/_Chapter_Applications_ESSI_for_NPPs/Model01_ESSI_Response_May2015/movie_2_npps.mp4}
% %  \end{center}
% %  % local
% %  %  \vspace*{-2mm}
% %  %  \begin{center}
% %  %  \hspace*{-7mm}
% %  %  \movie[label=show3,width=8.8cm,poster,autostart,showcontrols]
% %  %    {\includegraphics[width=90mm]{movie_2_npps_mp4_icon.jpeg}}{movie_2_npps.mp4}
% %  %  \end{center}
% %  
% %  
% %  % online
% %  \vspace*{-12mm}
% %  \begin{flushleft}
% %  %\vspace*{-15mm}
% %  \href{http://sokocalo.engr.ucdavis.edu/~jeremic/lecture_notes_online_material/_Chapter_Applications_Earthquake_Soil_Structure_Interaction_General_Aspects/ESSI_VisIt_movies_Jose_19May2015/movie_2_npps.mp4}
% %    {\tiny (MP4)}
% %  \end{flushleft}
% %  % online
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% %  % out  \hspace*{-7mm}
% %  % out  \movie[label=show3,width=8.8cm,poster,autostart,showcontrols]
% %  % out    {\includegraphics[width=69mm]{BJicon.png}}
% %  % out    {movie_2_npps.mp4}
% %  % out  \end{center}
% %  % out  
% %  % out  
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% %  % out  \vspace*{-15mm}
% %  % out  \href{http://sokocalo.engr.ucdavis.edu/~jeremic/lecture_notes_online_material/_Chapter_Applications_Earthquake_Soil_Structure_Interaction_General_Aspects/ESSI_VisIt_movies_Jose_19May2015/movie_2_npps.mp4}
% %  % out    {\tiny (MP4)}
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% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
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\begin{frame}
\frametitle{Stress Testing Dam-Foundation System}



\begin{itemize}

\item Excite SSI system with a suite of  seismic motions

\item  Waves: P, SV, SH, Surface (Rayleigh, Love, etc.)
   
\item Variation in inclination, frequency, energy and duration

\item Try to "break" the system, shake-out strong and weak links

\end{itemize}

\vspace*{-2mm}  
\begin{figure}[!htb]
\begin{center}
\hspace*{-5mm}
\includegraphics[width=4.0cm]{/home/jeremic/tex/works/Conferences/2019/CEATI_meeting_01Oct2019/present/stress_test_concrete_dam.pdf}
\end{center}
\end{figure}

 
\vspace*{-2mm}  
\begin{figure}[!htb]
\begin{center}
\hspace*{-5mm}  
%\includegraphics[width=4cm]{/home/jeremic/tex/works/consulting/2017/IAEA/TECDOC/Version_14Mar2017/1Dvs3x1Dvs3D_waves_02.pdf}
\includegraphics[width=7.0cm]{/home/jeremic/tex/works/Conferences/2019/CEATI_meeting_01Oct2019/present/1Dvs3x1Dvs3D_waves_03_Concrete_Dam.pdf}
\hspace*{4mm}
\includegraphics[width=3.6cm]{/home/jeremic/tex/works/Conferences/2019/CEATI_meeting_01Oct2019/present/1Dvs3x1Dvs3D_waves_02_Concrete_Dam.pdf}
\hspace*{-5mm}
\end{center}
\end{figure}


\end{frame}




%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
\begin{frame}
 \frametitle{Stress Test Source Signals}

\begin{itemize}


%   \item Gauss 
% \begin{figure}[!hbpt]
% \begin{flushright}
%   \vspace*{-0.5cm}
% \includegraphics[width=7.0truecm]{/home/jeremic/tex/works/Thesis/JoseAntonioAbellMena/Dyke_results/gauss.png}
% \end{flushright}
% \end{figure}

  \item Ricker 
\begin{figure}[!hbpt]
\begin{flushright}
  \vspace*{-1cm}
\includegraphics[width=4.5cm]{/home/jeremic/tex/works/lecture_notes_SOKOCALO/Figure-files/_Chapter_Verification_and_Validation_for_Seismic_Wave_Propagation_Problems/tex_works_Thesis_NimaTafazzoli_Dissertation_Nima_Dissertation_Chapter3_Ricker2nd.pdf}
\includegraphics[width=4.5cm]{/home/jeremic/tex/works/lecture_notes_SOKOCALO/Figure-files/_Chapter_Verification_and_Validation_for_Seismic_Wave_Propagation_Problems/tex_works_Thesis_NimaTafazzoli_Dissertation_Nima_Dissertation_Chapter3_Ricker2nd_FFT.pdf}
  \hspace*{-0.7cm}
\end{flushright}
\end{figure}
    
  \item Ormsby   
\begin{figure}[!hbpt]
\begin{flushright}
  \vspace*{-1cm}
\includegraphics[width=4.5cm]{/home/jeremic/tex/works/lecture_notes_SOKOCALO/Figure-files/_Chapter_Verification_and_Validation_for_Seismic_Wave_Propagation_Problems/tex_works_Thesis_NimaTafazzoli_Dissertation_Nima_Dissertation_Chapter3_Ormsby.pdf}
\includegraphics[width=4.5cm]{/home/jeremic/tex/works/lecture_notes_SOKOCALO/Figure-files/_Chapter_Verification_and_Validation_for_Seismic_Wave_Propagation_Problems/tex_works_Thesis_NimaTafazzoli_Dissertation_Nima_Dissertation_Chapter3_Ormsby_FFT.pdf}
  \hspace*{-0.7cm}
\end{flushright}
\end{figure}

\end{itemize}

% \begin{figure}[!hbpt]
% \begin{center}
% %
% \includegraphics[width=5.0truecm]{/home/jeremic/tex/works/Thesis/JoseAntonioAbellMena/Dyke_results/gauss.png}
% %
% \includegraphics[width=2.5cm]{/home/jeremic/tex/works/lecture_notes_SOKOCALO/Figure-files/_Chapter_Verification_and_Validation_for_Seismic_Wave_Propagation_Problems/tex_works_Thesis_NimaTafazzoli_Dissertation_Nima_Dissertation_Chapter3_Ricker2nd.pdf}
% \includegraphics[width=2.5cm]{/home/jeremic/tex/works/lecture_notes_SOKOCALO/Figure-files/_Chapter_Verification_and_Validation_for_Seismic_Wave_Propagation_Problems/tex_works_Thesis_NimaTafazzoli_Dissertation_Nima_Dissertation_Chapter3_Ricker2nd_FFT.pdf}
% %
% \includegraphics[width=2.5cm]{/home/jeremic/tex/works/lecture_notes_SOKOCALO/Figure-files/_Chapter_Verification_and_Validation_for_Seismic_Wave_Propagation_Problems/tex_works_Thesis_NimaTafazzoli_Dissertation_Nima_Dissertation_Chapter3_Ormsby.pdf}
% \includegraphics[width=2.5cm]{/home/jeremic/tex/works/lecture_notes_SOKOCALO/Figure-files/_Chapter_Verification_and_Validation_for_Seismic_Wave_Propagation_Problems/tex_works_Thesis_NimaTafazzoli_Dissertation_Nima_Dissertation_Chapter3_Ormsby_FFT.pdf}
% %
% \end{center}
% \end{figure}


\end{frame}


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%\subsection{Local Geology Effects}



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

\frametitle{Free Field, Variation in Input Frequency, $\theta = 60^{o}$}

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

     
% \vspace*{-5mm}
\begin{center}
% \hspace*{-15mm}
%\movie[label=show3,width=10cm,poster,autostart,showcontrols]
\movie[label=show3,width=10cm,poster,showcontrols]
{\includegraphics[width=10cm]
{/home/jeremic/public_html/lecture_notes_online_material/_Chapter_Applications_ESSI_for_NPPs/Free_Field_animations_angle_or_frequency_variation/Free_Field_variation_in_wave_frequency.jpg}}
{/home/jeremic/public_html/lecture_notes_online_material/_Chapter_Applications_ESSI_for_NPPs/Free_Field_animations_angle_or_frequency_variation/free_field_frequency.mp4}
\end{center}
        
% online   
\vspace*{-12mm}
\begin{flushleft}
\hspace*{-4mm}
\href{http://sokocalo.engr.ucdavis.edu/~jeremic/lecture_notes_online_material/_Chapter_Applications_ESSI_for_NPPs/Free_Field_animations_angle_or_frequency_variation/free_field_frequency.mp4}
  {\tiny (MP4)}
\end{flushleft}
% online  
   

\end{frame}

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



% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% \begin{frame}
% 
% \frametitle{SMR ESSI, Variation in Input Frequency, $\theta = 60^{o}$}
% 
% % Elastoplastic soil with contact elements
% %% Both solid and contact elements dissipate energy
% 
%      
% % \vspace*{-5mm}
% \begin{center}
% % \hspace*{-15mm}
% %\movie[label=show3,width=10cm,poster,autostart,showcontrols]
% \movie[label=show3,width=10cm,poster,showcontrols]
% {\includegraphics[width=10cm]
% {/home/jeremic/public_html/lecture_notes_online_material/_Chapter_Applications_ESSI_for_NPPs/Free_Field_animations_angle_or_frequency_variation/ESSI_SMR_variation_in_wave_frequency.jpg}}
% {/home/jeremic/public_html/lecture_notes_online_material/_Chapter_Applications_ESSI_for_NPPs/Free_Field_animations_angle_or_frequency_variation/SMR_frequency.mp4}
% \end{center}
%         
% % online   
% \vspace*{-12mm}
% \begin{flushleft}
% \hspace*{-4mm}
% \href{http://sokocalo.engr.ucdavis.edu/~jeremic/lecture_notes_online_material/_Chapter_Applications_ESSI_for_NPPs/Free_Field_animations_angle_or_frequency_variation/SMR_frequency.mp4}
%   {\tiny (MP4)}
% \end{flushleft}
% % online  
%    
% 
% \end{frame}
% 
%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
 














% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%\section{Energy Dissipation}
%

% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% \section{Pine Flat Dam}
% 
% 
% 
% 
% 
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
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% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% \subsection{Pine Flat Dam Test Model}
% 

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


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

\begin{itemize}

%\vspace*{1mm}
     \item Material properties provided
     \item Motions applied through DRM, from bottom
     
     \item Energy dissipation, Viscous, Numerical, Radiation

     \item Load cases as provided
%     \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{Pine Flats Dam, Static, Displacements}

\begin{itemize}
%\vspace*{1mm}
     \item Self weight
     \item Water pressure, on dam side and lake bottom
\end{itemize}


 
\begin{small}
%
\begin{table}[!htb]
\centering
\begin{tabular}{c|c|c|c|c|c}
%\hline
                       &            & \multicolumn{3}{c|}{Disp. [m]}   & Disp. [in] \\ \hline
                       &            & Top     & Heel    & Rel.    & Rel.         \\ \hline
Mat. Prop. I  & Hor. &  0.0121   &  0.0031  &  0.00900  &  0.354             \\ \cline{2-6} 
(Soft Found.)    & Vert.   & -0.0095   & -0.0059  & -0.00348  & -0.137            \\ \hline
Mat. Prop, II & Hor. &  0.0101   &  0.0011  &  0.00904  &  0.356             \\ \cline{2-6} 
(Stiff Found.)   & Vert.   & -0.0048   & -0.0019  & -0.00298  & -0.117            \\ 
%\hline
\end{tabular}
\end{table}
\end{small}


\end{frame}


%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
\begin{frame}
 \frametitle{Static, Displacements and \huge{$\sigma_v$}}

% \begin{itemize}
% %\vspace*{1mm}
%      \item Displacements
%      \item Vertical stress distribution
% \end{itemize}

\begin{figure}[!hbpt]
\begin{center}
%
\hspace*{-7mm}
\includegraphics[width=12.0truecm]{/home/jeremic/tex/works/Reports/2019/Pine_Flats_Dam_USSD/USSD_Dam_Report_2019/Figures/Case_A_Vertical_Stress.png}
%
\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{Mesh Refinement Effects}




%\begin{itemize}
%%\vspace*{1mm}
%     \item Meshing effects are small
%\end{itemize}
%  
%  \begin{figure}[!hbpt]
%  \begin{center}
%  %
%  %\hspace*{-5mm}
%  \includegraphics[width=8.0truecm]{/home/jeremic/tex/works/Reports/2019/Pine_Flats_Dam_USSD/USSD_Dam_Report_2019/Figures/}
%  %
%  \end{center}
%  \end{figure}
%
\begin{table}[!htb]
\centering
\begin{tabular}{c|c|c|c|c}
%\hline
                          &            & \multicolumn{3}{c}{Displacements [m]} \\ 
%\hline
                          &            & Original    & Refined     & Difference \\ \hline
\multirow{2}{*}{Dam Top}  & Horizontal &  0.012121  &  0.012201  &  0.66\%     \\ \cline{2-5} 
                          & Vertical   & -0.009463  & -0.009794  &  3.51\%     \\ \hline
\multirow{2}{*}{Dam Heel} & Horizontal &  0.003124  &  0.003287  &  5.21\%     \\ \cline{2-5} 
                          & Vertical   & -0.005981  & -0.006953  & 16.25\%    \\ \hline
\multirow{2}{*}{Relative} & Horizontal &  0.008996  &  0.009064  &  0.76\%     \\ \cline{2-5} 
                          & Vertical   & -0.003481  & -0.003489  &  0.23\%     \\ 
%                          \hline
\end{tabular}
\end{table}


%
\end{frame}


%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
\begin{frame}
 \frametitle{Eigen Analysis, Dry}

\begin{itemize}
%\vspace*{1mm}
     \item Eigen frequencies: \\
 (a) 2.46945~Hz, 
 (b) 3.82403~Hz, 
 (c) 4.48795~Hz, \\
 (d) 5.25455~Hz, 
 (e) 5.32023~Hz, 
 (f) 5.60061~Hz, 

\end{itemize}

%  \begin{table}[!htb]
% \centering
% \begin{tabular}{c|c}
% %\hline
% Mode & Natural Frequency (Hz) \\ \hline
% 1    & 2.46945                \\ \hline
% 2    & 3.82403                \\ \hline
% 3    & 4.48795                \\ \hline
% 4    & 5.25455                \\ \hline
% 5    & 5.32023                \\ \hline
% 6    & 5.60061                \\ 
% %\hline
% \end{tabular}
% \end{table}
%

%
\begin{figure}[!htbp]
\centering
\subfloat[]{\includegraphics[width=3.5cm]{/home/jeremic/tex/works/Reports/2019/Pine_Flats_Dam_USSD/USSD_Dam_Report_2019/Figures/mode1.pdf}}
\subfloat[]{\includegraphics[width=3.5cm]{/home/jeremic/tex/works/Reports/2019/Pine_Flats_Dam_USSD/USSD_Dam_Report_2019/Figures/mode2.pdf}}
\subfloat[]{\includegraphics[width=3.5cm]{/home/jeremic/tex/works/Reports/2019/Pine_Flats_Dam_USSD/USSD_Dam_Report_2019/Figures/mode3.pdf}}
\\
\subfloat[]{\includegraphics[width=3.5cm]{/home/jeremic/tex/works/Reports/2019/Pine_Flats_Dam_USSD/USSD_Dam_Report_2019/Figures/mode4.pdf}}
\subfloat[]{\includegraphics[width=3.5cm]{/home/jeremic/tex/works/Reports/2019/Pine_Flats_Dam_USSD/USSD_Dam_Report_2019/Figures/mode5.pdf}}
\subfloat[]{\includegraphics[width=3.5cm]{/home/jeremic/tex/works/Reports/2019/Pine_Flats_Dam_USSD/USSD_Dam_Report_2019/Figures/mode6.pdf}}
%\caption{\label{figure_case_d1_modal_shapes}
%Modal shapes: (a) First mode; (b) Second mode; (c) Third mode; (d) Fourth mode; (e) Fifth mode; (f) Sixth mode.}
\end{figure}

% 
% \begin{figure}[!hbpt]
% \begin{center}
% %
% %\hspace*{-5mm}
% \includegraphics[width=8.0truecm]{/home/jeremic/tex/works/Reports/2019/Pine_Flats_Dam_USSD/USSD_Dam_Report_2019/Figures/}
% %
% \end{center}
% \end{figure}
% 
%
\end{frame}


%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
\begin{frame}
 \frametitle{Taft Earthquake, Time History of \huge{$\sigma_v$}}

\begin{itemize}
%\vspace*{1mm}
     \item Vertical stress at  dam heel, there is a tension!
\end{itemize}

\begin{figure}[!hbpt]
\begin{center}
%
%\hspace*{-5mm}
\includegraphics[width=8.0truecm]{/home/jeremic/tex/works/Reports/2019/Pine_Flats_Dam_USSD/USSD_Dam_Report_2019/Figures/Heel_Vertical_Stress_IU.pdf}
%
\end{center}
\end{figure}

%
\end{frame}



%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
\begin{frame}
 \frametitle{Taft Earthquake, {\huge $\sigma_v$} Distribution at 
 {\huge $\sigma_{min}$} and {\huge $\sigma_{max}$}}

%\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/Dam_Base_Vertical_Stress_Max_IU.pdf}
\hfill
\includegraphics[width=5.5truecm]{/home/jeremic/tex/works/Reports/2019/Pine_Flats_Dam_USSD/USSD_Dam_Report_2019/Figures/Dam_Base_Vertical_Stress_Min_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{D2, Taft Earthquake, Dam and the Reservoir}

\begin{itemize}
%\vspace*{1mm}
     \item Pressures: total at the heel, total at the upstream face, hydrodynamic at the upstream face
\end{itemize}


\begin{figure}[!hbpt]
\begin{center}
%
\hspace*{-5mm}
\includegraphics[width=3.4truecm]{/home/jeremic/tex/works/Reports/2019/Pine_Flats_Dam_USSD/USSD_Dam_Report_2019/Figures/Pressure_heel_time_series.pdf}
%\hfill
\includegraphics[width=3.4truecm]{/home/jeremic/tex/works/Reports/2019/Pine_Flats_Dam_USSD/USSD_Dam_Report_2019/Figures/Pressure_distribution_upstream_surface.pdf}
%\hfill
\includegraphics[width=3.0truecm]{/home/jeremic/tex/works/Reports/2019/Pine_Flats_Dam_USSD/USSD_Dam_Report_2019/Figures/Pressure_dynamic_distribution_upstream_surface.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{D2, Tafts Earthquake, Dam and the Reservoir}

\begin{itemize}
%\vspace*{1mm}
     \item Vertical stress: heel time series, along base for max stress at the heel, for min stress at the heel
\end{itemize}


\begin{figure}[!hbpt]
\begin{center}
%
\hspace*{-5mm}
\includegraphics[width=3.5truecm]{/home/jeremic/tex/works/Reports/2019/Pine_Flats_Dam_USSD/USSD_Dam_Report_2019/Figures/Heel_Vertical_Stress_US_D2_taft.pdf}
\hfill
\includegraphics[width=3.5truecm]{/home/jeremic/tex/works/Reports/2019/Pine_Flats_Dam_USSD/USSD_Dam_Report_2019/Figures/Dam_Base_Vertical_Stress_Max_IU_D2_taft.pdf}
\hfill
\includegraphics[width=3.5truecm]{/home/jeremic/tex/works/Reports/2019/Pine_Flats_Dam_USSD/USSD_Dam_Report_2019/Figures/Dam_Base_Vertical_Stress_Min_IU_D2_taft.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{D2, ETAF Earthquake, Dam and the Reservoir}

\begin{itemize}
%\vspace*{1mm}
     \item Pressures: total at the heel, total at the upstream face, hydrodynamic at the upstream face
\end{itemize}


\begin{figure}[!hbpt]
\begin{center}
%
\hspace*{-5mm}
\includegraphics[width=4.0truecm]{/home/jeremic/tex/works/Reports/2019/Pine_Flats_Dam_USSD/USSD_Dam_Report_2019/Figures/Pressure_heel_time_series_ETAF.pdf}
\hfill
\includegraphics[width=4.0truecm]{/home/jeremic/tex/works/Reports/2019/Pine_Flats_Dam_USSD/USSD_Dam_Report_2019/Figures/Pressure_distribution_upstream_surface_ETAF.pdf}
\hfill
\includegraphics[width=3.0truecm]{/home/jeremic/tex/works/Reports/2019/Pine_Flats_Dam_USSD/USSD_Dam_Report_2019/Figures/Pressure_dynamic_distribution_upstream_surface_ETAF.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{D2, ETAF Earthquake, Dam and the Reservoir}

\begin{itemize}
%\vspace*{1mm}
     \item Vertical stress: heel time series, along base for max stress at the heel, for min stress at the heel
\end{itemize}


\begin{figure}[!hbpt]
\begin{center}
%
\hspace*{-5mm}
\includegraphics[width=3.5truecm]{/home/jeremic/tex/works/Reports/2019/Pine_Flats_Dam_USSD/USSD_Dam_Report_2019/Figures/Heel_Vertical_Stress_US_D2_ETAF.pdf}
\hfill
\includegraphics[width=3.5truecm]{/home/jeremic/tex/works/Reports/2019/Pine_Flats_Dam_USSD/USSD_Dam_Report_2019/Figures/Dam_Base_Vertical_Stress_Max_IU_D2_ETAF.pdf}
\hfill
\includegraphics[width=3.5truecm]{/home/jeremic/tex/works/Reports/2019/Pine_Flats_Dam_USSD/USSD_Dam_Report_2019/Figures/Dam_Base_Vertical_Stress_Min_IU_D2_ETAF.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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% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% \subsection{Pine Flat Dam, Additional Modeling and Simulation}
% 
% 
% 
% 
% 
% 
% 









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


\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}

%
\end{center}
\end{figure}

%
\end{frame}


%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
\begin{frame}
 \frametitle{Numerical Damping Effects, Elastic, Details    {\Large $\ddot{u}_{horizontal}^{top}$}}


\begin{figure}[!hbpt]
\begin{center}
%
\hspace*{-5mm}
\includegraphics[width=5.5truecm]{/home/jeremic/tex/works/Thesis/HanYang/Pine_Flat_Dam/nicer_plots_03Sep2019/new_figs_Sep2019/compare_numerical_damping/without_contact/Top_Horizontal_Acceleration.pdf}
\hfill
\includegraphics[width=5.5truecm]{/home/jeremic/tex/works/Thesis/HanYang/Pine_Flat_Dam/nicer_plots_03Sep2019/new_figs_Sep2019/compare_numerical_damping/without_contact/Top_Horizontal_Acceleration_Zoomin.pdf}
\hspace*{-5mm}

%
\end{center}
\end{figure}

%
\end{frame}

%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
\begin{frame}
 \frametitle{Numerical Damping Effects, Elastic, Details    {\Large $\ddot{u}_{vertical}^{top}$}}


\begin{figure}[!hbpt]
\begin{center}
%
\hspace*{-5mm}
\includegraphics[width=5.5truecm]{/home/jeremic/tex/works/Thesis/HanYang/Pine_Flat_Dam/nicer_plots_03Sep2019/new_figs_Sep2019/compare_numerical_damping/without_contact/Top_Vertical_Acceleration.pdf}
\hfill
\includegraphics[width=5.5truecm]{/home/jeremic/tex/works/Thesis/HanYang/Pine_Flat_Dam/nicer_plots_03Sep2019/new_figs_Sep2019/compare_numerical_damping/without_contact/Top_Vertical_Acceleration_Zoomin.pdf}
\hspace*{-5mm}

%
\end{center}
\end{figure}

%
\end{frame}




%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
\begin{frame}
 \frametitle{Numerical Damping Effects, Elastic, Details, {\Large ${\sigma}_{v}^{heel}$}}


\begin{figure}[!hbpt]
\begin{center}
%
\hspace*{-5mm}
\includegraphics[width=5.5truecm]{/home/jeremic/tex/works/Thesis/HanYang/Pine_Flat_Dam/nicer_plots_03Sep2019/new_figs_Sep2019/compare_numerical_damping/without_contact/Heel_Vertical_Stress.pdf}
\hfill
\includegraphics[width=5.5truecm]{/home/jeremic/tex/works/Thesis/HanYang/Pine_Flat_Dam/nicer_plots_03Sep2019/new_figs_Sep2019/compare_numerical_damping/without_contact/Heel_Vertical_Stress_Zoomin.pdf}
\hspace*{-5mm}

%
\end{center}
\end{figure}

%
\end{frame}


%  
%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
\begin{frame}
 \frametitle{Numerical Damping Effects, 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}
\hfill
\includegraphics[width=5.5truecm]{/home/jeremic/tex/works/Reports/2019/Pine_Flats_Dam_USSD/USSD_Dam_Report_2019/Figures/Case_D3_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, Inelastic, Details    {\Large $\ddot{u}_{horizontal}^{top}$}}


\begin{figure}[!hbpt]
\begin{center}
%
\hspace*{-5mm}
\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.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/Top_Horizontal_Acceleration_Zoomin.pdf}
\hspace*{-5mm}

%
\end{center}
\end{figure}

%
\end{frame}

%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
\begin{frame}
 \frametitle{Numerical Damping Effects, Inelastic, Details    {\Large $\ddot{u}_{vertical}^{top}$}}


\begin{figure}[!hbpt]
\begin{center}
%
\hspace*{-5mm}
\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_Vertical_Acceleration.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/Top_Vertical_Acceleration_Zoomin.pdf}
\hspace*{-5mm}

%
\end{center}
\end{figure}

%
\end{frame}




%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
\begin{frame}
 \frametitle{Numerical Damping Effects, Inelastic, Details, {\Large ${\sigma}_{v}^{heel}$}}


\begin{figure}[!hbpt]
\begin{center}
%
\hspace*{-5mm}
\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.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}
\hspace*{-5mm}

%
\end{center}
\end{figure}

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\end{frame}


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\begin{frame}
 \frametitle{Inelastic vs Elastic, Details    {\Large $\ddot{u}_{horizontal}^{top}$}}


\begin{figure}[!hbpt]
\begin{center}
%
\hspace*{-5mm}
\includegraphics[width=5.5truecm]{/home/jeremic/tex/works/Thesis/HanYang/Pine_Flat_Dam/nicer_plots_03Sep2019/new_figs_Sep2019/compare_with_and_without_contact/Top_Horizontal_Acceleration.pdf}
\hfill
\includegraphics[width=5.5truecm]{/home/jeremic/tex/works/Thesis/HanYang/Pine_Flat_Dam/nicer_plots_03Sep2019/new_figs_Sep2019/compare_with_and_without_contact/Top_Horizontal_Acceleration_Zoomin.pdf}
\hspace*{-5mm}

%
\end{center}
\end{figure}

%
\end{frame}

%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
\begin{frame}
 \frametitle{Inelastic vs Elastic, Details    {\Large $\ddot{u}_{vertical}^{top}$}}


\begin{figure}[!hbpt]
\begin{center}
%
\hspace*{-5mm}
\includegraphics[width=5.5truecm]{/home/jeremic/tex/works/Thesis/HanYang/Pine_Flat_Dam/nicer_plots_03Sep2019/new_figs_Sep2019/compare_with_and_without_contact/Top_Vertical_Acceleration.pdf}
\hfill
\includegraphics[width=5.5truecm]{/home/jeremic/tex/works/Thesis/HanYang/Pine_Flat_Dam/nicer_plots_03Sep2019/new_figs_Sep2019/compare_with_and_without_contact/Top_Vertical_Acceleration_Zoomin.pdf}
\hspace*{-5mm}

%
\end{center}
\end{figure}

%
\end{frame}

%  
%  


%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
\begin{frame}
 \frametitle{Inelastic vs Elastic, Details    {\Large ${\sigma}_{v}^{heel}$}}


\begin{figure}[!hbpt]
\begin{center}
%
\hspace*{-5mm}
\includegraphics[width=5.5truecm]{/home/jeremic/tex/works/Thesis/HanYang/Pine_Flat_Dam/nicer_plots_03Sep2019/new_figs_Sep2019/compare_with_and_without_contact/Heel_Vertical_Stress.pdf}
\hfill
\includegraphics[width=5.5truecm]{/home/jeremic/tex/works/Thesis/HanYang/Pine_Flat_Dam/nicer_plots_03Sep2019/new_figs_Sep2019/compare_with_and_without_contact/Heel_Vertical_Stress_Zoomin.pdf}
\hspace*{-5mm}

%
\end{center}
\end{figure}

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\end{frame}

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\begin{frame}
 \frametitle{Pine Flat Dam, Dynamic Response with Reservoir}

%\vspace*{-5mm}
\begin{center}
% \hspace*{-15mm}
\movie[label=show3,width=9cm,poster,autostart,showcontrols]
{\includegraphics[width=8cm]
{/home/jeremic/public_html/lecture_notes_online_material/_Chapter_Applications_Concrete_Dams/Pine_Flat_Dam/soil_fluid_interaction_dam.jpg}}
{/home/jeremic/public_html/lecture_notes_online_material/_Chapter_Applications_Concrete_Dams/Pine_Flat_Dam/soil_fluid_interaction_dam.mp4}
\end{center}

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

\end{frame}

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\begin{frame}
 \frametitle{Pine Flat Dam, Hydrodynamic Pressure}

%\vspace*{-5mm}
\begin{center}
% \hspace*{-15mm}
\movie[label=show3,width=10cm,poster,autostart,showcontrols]
{\includegraphics[width=10.0cm]
{/home/jeremic/public_html/lecture_notes_online_material/_Chapter_Applications_Concrete_Dams/Pine_Flat_Dam/dynamic_pressure.jpg}}
{/home/jeremic/public_html/lecture_notes_online_material/_Chapter_Applications_Concrete_Dams/Pine_Flat_Dam/dynamic_pressure.mp4}
\end{center}

\begin{flushleft}
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% \section{Conclusion}
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%     \subsection{Real-ESSI Simulator System}
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% % \begin{frame} 
% % 
% % \frametitle{Science Quotes}
% % 
% % \begin{itemize}
% % 
% % 
% % \item Max  Planck: 
% % "A    new    scientific  truth does not triumph by convincing  its opponents and
% % making  them see the light, but rather because its opponents eventually die, and
% % a  new  generation  grows  up  that  is familiar with it." (Science advances one
% % funeral at a time)
% % 
% % 
% %  \vspace*{3mm}
% % 
% % \item  Fran{\c c}ois-Marie Arouet,  Voltaire: 
% % "Le doute n'est pas une condition agr{\'e}able, mais la certitude est absurde."
% % 
% %  \vspace*{3mm}
% % 
% % \item  Niklaus  Wirth:   
% % "Software is getting slower more rapidly than hardware becomes faster."
% % w
% % \end{itemize}
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% % \end{frame}
% % 
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% \begin{frame}
%   \frametitle{Summary}
% 
%   \begin{itemize}
% 
% %    \item Importance   of   using  proper  models  correctly  (verification,
% %    validation, level of sophistication)
% %     
%  
% %    \item Reduction of modeling uncertainty 
% %
% \vspace*{1mm}
%     \item Numerical modeling to predict and inform, 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}
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% \vspace*{5mm}
%     \item  Sophisticated inelastic/nonlinear modeling and simulations need to be
%     done carefully and in phases
% 
% 
% \vspace*{5mm}
%     \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...
% %    
% %    
% % 
% % \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*{1mm}
% %   \item {\large \url{http://real-essi.info/}}
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