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% 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.
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\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}
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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{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}
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% You might wish to add the option [pausesections]
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% Structuring a talk is a difficult task and the following structure
% may not be suitable. Here are some rules that apply for this
% solution:
% - Exactly two or three sections (other than the summary).
% - At *most* three subsections per section.
% - Talk about 30s to 2min per frame. So there should be between about
% 15 and 30 frames, all told.
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% - 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.
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% 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}
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%
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%
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\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}
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% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% \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}
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\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}
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\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}
%
%
%
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\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}
%
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\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}
%
\hspace*{-5mm}
%\includegraphics[width=8.5truecm]{/home/jeremic/tex/works/Conferences/2021/ICOLD-2021-New-Delhi-24-27Feb2021/presentation/Input_velocity_impulse.jpg}
\includegraphics[width=12truecm]{/home/jeremic/tex/works/Conferences/2021/ICOLD-2021-New-Delhi-24-27Feb2021/presentation/Output_comparisson_surface_01.jpg}
%
\end{center}
\end{figure}
\vspace*{-5mm}
\hspace*{10mm}\mbox{Non-reflective BC} \hspace*{30mm} \mbox{Free field BC}
%
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%
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% \begin{frame}
% \frametitle{Mesh Refinement Effects}
%
% %\begin{itemize}
% %%\vspace*{1mm}
% % \item Material properties provided
% %\end{itemize}
% %
%
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\section{Summary}
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\begin{itemize}
% \item Importance of using proper models correctly (verification,
% validation, level of sophistication)
%
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\item[] Road map:
% for advanced analysis of concrete-dam-rock-reservoir
% systems
Formal process to ensure quality of results
% \item Reduction of modeling uncertainty
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\item[] Numerical modeling to predict and inform, rather than fit
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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
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% % \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
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\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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% \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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