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%             colorlinks=true,
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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[Road Map for Advanced Structural Analysis of Concrete Dams]
        { Road Map for \\
         Advanced Structural Analysis of \\
         Concrete Dams}


%\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[Salamon and Jeremi{\'c}] % (optional, use only with lots of authors)
{Jerzy Salamon and Boris Jeremi{\'c}}

% %\institute[Computational Geomechanics Group \hspace*{0.3truecm}
%\institute[\pgfuseimage{}] % (optional, but mostly needed)
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%{ Professor, University of California, Davis\\
{
\includegraphics[width=12mm]{Jerzy_Salamon-headshot02.jpg}
\hspace*{5mm}
\includegraphics[width=13.5mm]{Boris_Jeremic_headshot_19Jan2021.jpg}
\vspace*{2mm}
\\
US Bureau of Reclamation, Denver, CO, USA \\
University of California, Davis, CA, 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\\
         New Delhi, India, February, 2021}

\subject{}
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\begin{document}

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%
%\begin{frame}
%  \titlepage
%\end{frame}
%


\begin{frame}




\begin{center}
{\Large  Road Map for \\
 Advanced Structural Analysis of \\
 \vspace*{1mm}
 Concrete Dams}
\end{center}


~\vspace*{-3mm}

\begin{center}
{ Jerzy Salamon and Boris Jeremi{\'c}}
\end{center}


\begin{center}
\includegraphics[height=15mm]{photo_Jerzy_Salamon-headshot02.jpg}
\hspace*{5mm}
\includegraphics[height=15mm]{photo_Boris_Jeremic_headshot_01Feb2021.jpg}
%\vspace*{2mm}
\end{center}


\begin{center}
{\footnotesize US Bureau of Reclamation, Denver, CO, USA \\
University of California, Davis, CA, USA}
\end{center}
% \\
% %  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.


\begin{center}
{ICOLD\\
         New Delhi, India, February, 2021}
\end{center}




\end{frame}


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\begin{frame}
  \frametitle{Outline}

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  \tableofcontents
% You might wish to add the option [pausesections]
   \end{scriptsize}
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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
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%   15 and 30 frames, all told.

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%   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[-]  Engineer, Analyst use of  numerical methods for advanced structural analysis
  of concrete dams


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


\vspace*{4mm}
  \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*{4mm}
  \item[-] Expert analysis    system, a synergy of expert
  analysts and expert numerical modeling tools, for advanced structural analysis
  of concrete dams


%\vspace*{2mm}
%  \item[-] Road Map for education, training of
%  engineers and development of advanced  numerical modeling tools



% \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{Advanced Analysis of Concrete Dams}
% \frametitle{High Fidelity Modeling of SFS System:
% Verification, Validation and Prediction}

\begin{itemize}


   \item[-] Verification and Validation (V\&V)


\vspace*{2mm}
   \item[-]  Prediction of behavior of
%   Concrete Dam Rock Reservoir
   the concrete dams    under conditions for which the model has not been validated.


\vspace*{2mm}
     \item[-]  {{  Verification}  provides  evidence  that  the  model is solved
     correctly.} Mathematics issue.

\vspace*{2mm}
     \item[-]  {{  Validation}  provides  evidence  that  the  correct  model is
     solved.} Physics issue.




\vspace*{2mm}
     \item[-] Goal: \underline{Predict} and \underline{Inform}, instead of just force fitting


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




\end{itemize}


\end{frame}



%



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



\section{Road Map}


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\subsection{Overview}


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\begin{frame}
 \frametitle{Road Map for Advanced Analysis of Concrete Dams}

% Road Map for \\
%         Advanced Analysis of Concrete Dams}

     A Formal Process for

\begin{itemize}

%\vspace*{1mm}

\vspace*{2mm}
           \item[-] Education and training of expert analysts
%\vspace*{2mm}
%           \item[-] Training of experts analysts
%\vspace*{1mm}
\vspace*{2mm}
           \item[-] Development of numerical analysis program

\vspace*{2mm}
           \item[-] Verification of numerical analysis program
\vspace*{2mm}
           \item[-] Validation of numerical analysis program

\vspace*{2mm}
           \item[-] Development of concrete dam models

\vspace*{2mm}
           \item[-] Concrete dam model verification


\end{itemize}
\end{frame}




%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% \begin{frame}
%  \frametitle{Advanced Numerical Analysis Requirements}
%
% % Road Map for \\
% %         Advanced Analysis of Concrete Dams}
%
%
% \begin{itemize}
%
% %\vspace*{1mm}
% \vspace*{2mm}
%            \item[-] Analyst expertise
%              \begin{itemize}
% \vspace*{1mm}
%                \item[] Engineering modeling
% \vspace*{1mm}
%                \item[] Numerical  modeling
% \vspace*{1mm}
%                \item[] Confidence in analysis results
%              \end{itemize}
%
% %\vspace*{1mm}
% \vspace*{2mm}
%            \item[-] Numerical analysis program
%              \begin{itemize}
% \vspace*{1mm}
%                \item[] Choice of level(s) of modeling sophistication
% \vspace*{1mm}
%                \item[] Modeling using engineering parameters
% %               \item Versatile
% \vspace*{1mm}
%                \item[] Verified and Validated
% \vspace*{1mm}
%                \item[] Intuitive results for use by engineers
% %               \item[] Produce intuitive results for engineers
%              \end{itemize}
%
%
% \end{itemize}
% \end{frame}
%
%

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\begin{frame}
 \frametitle{Road Map Components}

% Road Map for \\
%         Advanced Analysis of Concrete Dams}

%
% \begin{itemize}
%
%
%      \item[-] Real object, CDRR systems
%
% \vspace*{2mm}
%      \item[-]  Conceptual model, dimensions, loads, material properties
%
% \vspace*{2mm}
%      \item[-]  Computational  model, simulation methods, numerics
%
% \vspace*{2mm}
%      \item[-]  Mathematical model, system of equation to be solved
%
% \vspace*{2mm}
%      \item[-] Computer program, quality assurance, V\&V
%
% \vspace*{2mm}
%      \item[-] Analysis results, interpretation
%
% \end{itemize}
%
%

\vspace*{-5mm}
\begin{figure}[!hbpt]
\begin{center}
%
\hspace*{-8mm}
\includegraphics[width=12.0truecm]{/home/jeremic/tex/works/Conferences/2021/ICOLD-2021-New-Delhi-24-27Feb2021/presentation/Road-Map-Analysis-Concrete-Dams.jpg}
%
\end{center}
\end{figure}


\end{frame}



%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
\begin{frame}
 \frametitle{Road Map Activities}

% Road Map for \\
%         Advanced Analysis of Concrete Dams}


\begin{itemize}

%\vspace*{4mm}
     \item[-] Numerical program
%\vspace*{-1mm}

        \begin{itemize}

          \item[] Quality Assurance: Verification and Validation

          \item[] Repeatability of analysis results using the same program

          \item[] Reproducibility of analysis results using different program


        \end{itemize}



\vspace*{1mm}
     \item[-] Numerical Model
%\vspace*{-1mm}


        \begin{itemize}

%          \item Detailed

          \item[] Identify sources of modeling errors (simplifications)

          \item[] Identify sources of numerical errors

        \end{itemize}


%\vspace*{2mm}
%     \item[-]  Computational  model, simulation methods, numerics

%\vspace*{2mm}
%     \item[-] Computer program, quality assured, verified

%\vspace*{4mm}
\vspace*{1mm}
     \item[-] Engineer, modeler, numerical analyst
%\vspace*{-1mm}

        \begin{itemize}
%\vspace*{1mm}
          \item[] Numerical modeling expertise
%          \item[] Assurance of numerical simulation expertise
          \item[] Numerical results interpretation expertise
        \end{itemize}


%          \item Detailed




%\vspace*{2mm}
\vspace*{1mm}
     \item[-] Interpretation of numerical analysis results
%\vspace*{-1mm}


       \begin{itemize}

%         \item[] Model verification
         \item[] Design
         \item[] Regulation
%         \item[] Validation

       \end{itemize}



\end{itemize}


\end{frame}




%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
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\subsection{Example}
%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
\begin{frame}
 \frametitle{Road Map, Example}

% Road Map for \\
%         Advanced Analysis of Concrete Dams}

\vspace*{1mm}
 Pine Flat Dam in California

\begin{itemize}


%%\vspace*{2mm}
%%     \item[-] Pine Flat Dam in California
%%\vspace*{2mm}
%     \item[-] Numerical program Real-ESSI Simulator, full V\&V documentation
%     available at \url{http://real-essi.us/}
%
%

\vspace*{1mm}
     \item[-] Model verification, components, full model

       \begin{itemize}
%\vspace*{1mm}
         \item[] Dynamic wave propagation through rock only
%\vspace*{1mm}
         \item[] Eigen-analysis of dam structure, with/without reservoir
%\vspace*{1mm}
         \item[] Dynamic response of dam structure,  with/without reservoir
%\vspace*{1mm}
         \item[] Dynamic response of reservoir/fluid
%\vspace*{1mm}

         \item[] Constitutive integrations for material response
%\vspace*{1mm}
%         \item[]
       \end{itemize}



\vspace*{1mm}
     \item[-] Model validation, components, full model

       \begin{itemize}
%\vspace*{1mm}
         \item[] Seismic wave propagation through the  rock
%\vspace*{1mm}
         \item[] Constitutive modeling of rock, concrete, interfaces, joints
%\vspace*{1mm}
%\vspace*{1mm}
         \item[] Reservoir, fluid dynamics
%\vspace*{1mm}
         \item[] Seismic  response of a concrete dam
%\vspace*{1mm}
%         \item[]
%\vspace*{1mm}
%         \item[]

       \end{itemize}



\end{itemize}


\end{frame}





% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
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\begin{frame}
 \frametitle{Road Map, Workshop}


\vspace*{-2mm}
\begin{figure}[!hbpt]
\begin{center}
%
%\hspace*{-8mm}
\includegraphics[width=4.0truecm]{/home/jeremic/tex/works/Conferences/2021/ICOLD-2021-New-Delhi-24-27Feb2021/presentation/Cover_Pages_from_2021_Book_NumericalAnalysisOfDams.pdf}
%
\end{center}
\end{figure}
\vspace*{-10mm}

%


\vspace*{-15mm}
\begin{flushright}
{\footnotesize
Yang et al. (2019) \\
Salamon et al. (2019)
}
\end{flushright}


\end{frame}





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













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\begin{frame}
 \frametitle{Concrete Dam -- Rock -- Reservoir Model}




\begin{itemize}

%\vspace*{1mm}
     \item[-] Model components: concrete dam, rock, reservoir

\vspace*{2mm}
     \item[-] Verification and Validation of each component, model
%
%     \item[]
%
%     \item[]

\end{itemize}


%\vspace*{-5mm}
\begin{figure}[!hbpt]
\begin{center}
%
\hspace*{-8mm}
\includegraphics[width=5.0truecm]{/home/jeremic/tex/works/Conferences/2021/ICOLD-2021-New-Delhi-24-27Feb2021/presentation/Pine-Flat-Dam-conceptual-model.jpg}
\includegraphics[width=4.8truecm]{/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{Pulse Wave Propagation Through Rock}
%
% %\begin{itemize}
% %%\vspace*{1mm}
% %     \item Material properties provided
% %\end{itemize}
% %
%
% \begin{itemize}
%
% %\vspace*{1mm}
%      \item[-] Analysis result stability for different mesh sizes
%
% %     \item[-] Analysis result stability for different mesh sizes
%
%
% \end{itemize}
%
% \begin{figure}[!hbpt]
% \begin{center}
% %
% \hspace*{-5mm}
% \includegraphics[width=6.0truecm]{/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{Input Pulse Wave, at Depth, Only Rock}

%\begin{itemize}
%%\vspace*{1mm}
%     \item Material properties provided
%\end{itemize}
%
%
%  \begin{itemize}
%
%  %\vspace*{1mm}
%       \item[-] Input pulse plane wave
%
%  \end{itemize}

\vspace*{-5mm}
\begin{figure}[!hbpt]
\begin{center}
%
\hspace*{-5mm}
\includegraphics[width=12truecm]{/home/jeremic/tex/works/Conferences/2021/ICOLD-2021-New-Delhi-24-27Feb2021/presentation/Input_velocity_impulse.jpg}
%\includegraphics[width=8.5truecm]{/home/jeremic/tex/works/Conferences/2021/ICOLD-2021-New-Delhi-24-27Feb2021/presentation/Output_comparisson_surface_01.jpg}
%
\end{center}
\end{figure}
\vspace*{-5mm}

%
\end{frame}


%
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
\begin{frame}
 \frametitle{Pulse Wave at Surface}

%\begin{itemize}
%%\vspace*{1mm}
%     \item Material properties provided
%\end{itemize}
%
%
%  \begin{itemize}
%
%  %\vspace*{1mm}
%       \item[-] Input pulse plane wave
%
%  \end{itemize}

\vspace*{-5mm}
\begin{figure}[!hbpt]
\begin{center}
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\hspace*{10mm}\mbox{Non-reflective BC} \hspace*{30mm}  \mbox{Free field BC}

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\section{Summary}



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



\vspace*{4mm}
    \item[] Road map:
%    for advanced analysis of concrete-dam-rock-reservoir
%    systems
Formal process to ensure quality of results



%    \item Reduction of modeling uncertainty
%
\vspace*{4mm}
    \item[] Numerical modeling to predict and inform, rather than fit




% %\vspace*{1mm}
% %    \item Change of demand due to inelastic effects
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% %         \item Reduction of dynamic motions
% %         \item Increase in deformations
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%     \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*{4mm}
    \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/}}
%


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