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%% Jose Antonio Abell Mena provided this for DSL descriptions
% (used in a file _Chapter_SoftwareHardware_Domain_Specific_Language_English.tex
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%      Site Specific Dynamics of Structures: 
%From Seismic Source to 
%the Safety of Occupants and Content


\title[Verification]
        {Verification for Numerical 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.
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%   affiliation.
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\author[Jeremi{\'c} and Salamon] % (optional, use only with lots of authors)
%{Boris~Jeremi{\'c}}
{
Boris Jeremi{\'c}
\hspace*{15mm} 
%and
Jerzy Salamon
\hspace*{-5mm} 
}
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%{ Professor, University of California, Davis\\
%{University of California, Davis, C}
{University of California, Davis \hspace*{10mm} US Bureau of Reclamation}
% \\
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%   just say so once. Everybody will be happy with that.



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\section{Motivation}




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\subsection{\ }



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% 
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% \begin{frame}
%  \frametitle{OVERVIEW}
% 
% 
% 
% Lecture 1 - Advanced numerical analysis of dams - Model Verification
% 
% 
% - Verification of boundary conditions for foundation rock, wave propagation
% 
% - Verification of concrete dam modeling, eigen-analysis, wave propagation
% 
% - Verification of rock and soil foundation modeling
% 
% - Verification of reservoir hydrodynamics modeling
% 
% 
% \end{frame}
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%   
% 
% 
 

%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
\begin{frame}
 \frametitle{V\&V Motivation}

\begin{itemize}



 
% 
%%\vspace*{0.3cm}
%  \item[-]  Improve  modeling  and  simulation  for  concrete dams
% 

%\vspace*{3mm}
%  \item[]  Reduction  of modeling uncertainty

%\vspace*{3mm}
%  \item[] Quality assurance for numerical analysis

\vspace*{1mm}
  \item[-] Dams: high consequence  of failure, important objects

\vspace*{1mm}
  \item[-] Analysis must be  better than "rocket science"

 

%\vspace*{1mm}
%%%%\item[-]   Demonstrate credibility of and build confidence in numerical analysis
%%\item[-] Credible  numerical analysis 
%%for concrete dams 

\vspace*{1mm}
%\item[-]   Demonstrate credibility of and build confidence in numerical analysis
\item[-] Credible experts, for confidence in numerical analysis

\vspace*{1mm}
\item[-]  Remove errors in software

\vspace*{1mm}
\item[-]   Assess inaccuracies in numerical analysis

\vspace*{1mm}
\item[-]   Develop evidence of predictive capabilities


% \vspace*{1mm}
% %\item[-]   V\&V are primary means of accessing 
% \item[-] Primary means of accessing 
%            accuracy in modeling and simulations
% 

   
\vspace*{1mm}
  \item[-] Goal is to  \underline{predict} and \underline{inform}

\vspace*{1mm}
  \item[-] Dam engineer needs to know!



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

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




\end{itemize}
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\begin{frame}
 \frametitle{Errors in Scientific Software, T Experiments}




\begin{figure}[!h]
\begin{center}
\hspace*{-1.5cm}
\includegraphics[width=10.0cm]{/home/jeremic/tex/works/Conferences/2009/GheoMat/VandV_01/T1_02.jpg}
%\includegraphics[width=12.0cm]{/home/jeremic/tex/works/Conferences/2009/GheoMat/VandV_01/T1_01.jpg}
\hspace*{-1.5cm}
%\vspace*{-5.0cm}
\end{center}
\end{figure}


%  \begin{itemize}
%  
%  %   \vspace*{0.2truecm}
%     \item Les Hatton, Oakwood Computing
%  
%     \vspace*{0.2truecm}
%     \item "Extensive tests showed that many software codes widely used in science
%     and engineering are not as accurate as we would like to think."
%  
%     \vspace*{0.2truecm}
%     \item "Better software engineering practices wold help solve this problem,"
%  
%     \vspace*{0.2truecm}
%     \item "Realizing that the problem exists is an important first step."
%     
%     
%     \vspace*{0.2truecm}
%     \item Large experiment over 4 years measuring faults (T1) and failures (T2) of scientific and engineering codes
%     
%     
%     
%      
%  
%  \end{itemize}





\end{frame}


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%  \begin{frame}
%   \frametitle{The T1 Experiments}
%  
%  
%  \begin{itemize}
%  
%  %   \vspace*{0.2truecm}
%     \item  Measured defects without running the code, measuring
%     formal consistency of 3,305,628 lines f77 and 1,928,011 lines of C 
%  
%  %   \vspace*{0.2truecm}
%     \item 100 codes, 40 application areas:
%     graphics, nuc. mech.  chem. aero. civil engineering, 
%     comms, DBs, med. systems
%  
%  
%  %   \vspace*{0.2truecm}
%     \item Safety--critical and 
%     non--safety--critical applications
%  
%  %   \vspace*{0.2truecm}
%     \item Applications with and without internationally
%     standardized systems of quality control
%  
%  %   \vspace*{0.2truecm}
%     \item Mature codes (1 - 20 years old), in regular
%     use
%  
%     \item    Errors    (select),    arguments   sequence   in   function   calls,
%     misunderstanding of finite precision arithmetic, code complexity
%  
%  %   \item Results indicate 
%  
%  
%  
%      
%  
%  \end{itemize}
%  
%  
%  
%  
%  
%  \end{frame}
%  
%  
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% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
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% \begin{frame}
%  \frametitle{T1: C Sources}
% 
% 
% 
% 
% \begin{figure}[!h]
% \begin{center}
% \hspace*{-1.5cm}
% {\includegraphics[width=12.0cm]{/home/jeremic/tex/works/Conferences/2009/GheoMat/VandV_01/T1_01.jpg}}
% \hspace*{-1.5cm}
% %\vspace*{-5.0cm}
% \end{center}
% \end{figure}
% 
% 
% % \begin{itemize}
% % 
% %     
% % 
% % \end{itemize}
% 
% \end{frame}
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% 
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% \begin{frame}
%  \frametitle{T1: f77 Sources}
% 
% 
% 
% 
% \begin{figure}[!h]
% \begin{center}
% %\vspace*{-2.5cm}
% \hspace*{-1.5cm}
% {\includegraphics[width=10.0cm]{/home/jeremic/tex/works/Conferences/2009/GheoMat/VandV_01/T1_02.jpg}}
% \hspace*{-1.5cm}
% %\vspace*{-5.0cm}
% \end{center}
% \end{figure}
% 
% 
% % \begin{itemize}
% % 
% %     
% % 
% % \end{itemize}
% 
% \end{frame}
% 
% 
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% \begin{frame}
%  \frametitle{The T2 Experiments}
% 
% 
% 
% 
% 
% 
% \begin{itemize}
% 
% \item Specific application area: seismic data processing (inverse analysis)
% 
% \item Echo sounding of underground and reconstructing "images" of 
% subsurface geological structure
% 
% \item Nine mature packages, using same algorithms were used on a same data set!
% 
% \item 14 primary calibration points for results check
% \item Results "fascinating and disturbing"
% 
%     
% 
% \end{itemize}
% 
% \end{frame}
% 
% 
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% 
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% \begin{frame}
%  \frametitle{T2: Disagreement at Calibration Points}
% 
% 
% 
% 
% \begin{figure}[!h]
% \begin{center}
% \hspace*{-1.5cm}
% %\vspace*{-2.5cm}
% {\includegraphics[width=8.0cm]{/home/jeremic/tex/works/Conferences/2009/GheoMat/VandV_01/T2_01.jpg}}
% \hspace*{-1.5cm}
% %\vspace*{-5.0cm}
% \end{center}
% \end{figure}
% 
% 
% % \begin{itemize}
% % 
% %     
% % 
% % \end{itemize}
% 
% \end{frame}
% 
% 
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% \begin{frame}
%  \frametitle{T2: Stage 14, Interpretation of Data  }
% 
% 
% 
% 
% \begin{figure}[!h]
% \begin{center}
% %\vspace*{-2.5cm}
% \vspace*{-1.0cm}
% \hspace*{-1.5cm}
% {\includegraphics[width=8.0cm]{/home/jeremic/tex/works/Conferences/2009/GheoMat/VandV_01/T2_02.jpg}}
% \hspace*{-1.5cm}
% \vspace*{-1.5cm}
% %\vspace*{-5.0cm}
% \end{center}
% \end{figure}
% 
% 
% % \begin{itemize}
% % 
% %     
% % 
% % \end{itemize}
% 
% \end{frame}
% 
% 
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%








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\section{Quality Assurance}




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\subsection{\ }



 
%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
\begin{frame}
% \frametitle{High Fidelity Predictive Capabilities}
 \frametitle{Quality Assurance for Numerical Analysis}
% \frametitle{High Fidelity Modeling of SFS System:
% Verification, Validation and Prediction}


\begin{itemize}


     \item[-]  {{\bf Verification} provides evidence that the
   model is solved correctly.} Mathematics issue.

\vspace*{3mm}
     \item[-]  {{\bf Validation} provides
   evidence that the correct model is solved.} Physics issue.

\vspace*{3mm}
   \item[-]  {\bf Prediction}:  use  of  computational  model  to foretell the state of a
   physical   system   under  consideration  under  conditions  for  which  the
   computational model has not been validated.


%\vspace*{0.2cm}
%   \item[-]  Goal: predictive capabilities
%   with {\bf low Kolmogorov Complexity}



% %% % \vspace*{0.2cm}
% %   \item[-]  {\bf The Finite Element
% %   Interpreter  \FEI{}} might be one such
% %   predictive tool (application program)



\end{itemize}


\end{frame}






%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%     
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\begin{frame}
  \frametitle{Fundamentals of Verification and Validation}



%--


\begin{figure}[!h]
% \vspace*{-0.5cm}
\hspace*{-8mm}
%\begin{center}
%{\includegraphics[width=11cm]{/home/jeremic/tex/works/Conferences/2005/OpenSeesWorkshopAugust/DeveloperSymposium/VerifValidFund01.pdf}}
{\includegraphics[width=12cm]{/home/jeremic/tex/works/Conferences/2013/NRC_Short_Course_May2013/Present/Present06_figs/VerifValidFund01.pdf}}
%\end{center}
\end{figure}


\end{frame}


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% 
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% \begin{frame}
% \frametitle{Important Sources}
% 
% 
% 
% \begin{itemize}
% 
% 
% 
% 
% %\item[-]  {\it  Short Course on Verification and Validation in
% %Computational Mechanics}, by {\sc Dr. William Oberkampf}, Sandia National Laboratories
% %July 27th, 2003, Albuquerque, New Mexico.
% 
% \item
% {\sc W.~L. Oberkampf, T.~G. Trucano, and C. Hirsch.}
% Verification, validation and predictive capability in computational
%   engineering and physics.
% In {\em Proceedings of the Foundations for Verification and
%   Validation on the 21st Century Workshop}, pages 1--74, Laurel, Maryland,
%   October 22-23 2002. Johns Hopkins University / Applied Physics Laboratory.
% %{\href{http://sokocalo.engr.ucdavis.edu/~jeremic/UsefulReadings/Oberkampf-Trucano-Hirsch.pdf}
% %{PDF available here}}
% 
% 
% \item
% {\sc P.~J. Roache.}
%  {\em Verification and Validation in Computational Science and
%   Engineering}.
% Hermosa publishers, 1998.
% ISBN 0-913478-08-3.
% %
% 
% 
% \item[-]  Material from {\it Verification and Validation in Computational Mechanics}
% web site \texttt{http://www.usacm.org/vnvcsm/} at the USACM.
% 
% 
% 
% 
% \end{itemize}
% 
% 
% 
% 
% \end{frame}
% 
% 
% % %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% 
% 
% 













%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
\begin{frame}
 \frametitle{Verification, Application Domain}

\begin{itemize}

\item[-] Verify {\bf all}  modeling and simulation components


%\vspace*{1mm}
\item[-] Modeling, mechanics

\vspace*{-1mm}
\begin{itemize}
   \item[] Finite elements, solids, structures, special elements...
   \item[] Fluid mechanics
   \item[] Solid-Fluid interfaces
   \item[] Discretization mesh
   \item[] Material models, rock, concrete, soil, steel, joints...
   \item[] Load application, static, dynamic, seismic motions

\end{itemize}


%\vspace*{1mm}
\item[-] Simulation, numerics,  algorithms and methods  

\vspace*{-1mm}
\begin{itemize}
   \item[] Finite elements
   \item[] Constitutive integration
   \item[] Static solution advancement
   \item[] Dynamic solution advancement
   \item[] Finite precision arithmetics

\end{itemize}





\end{itemize}

\end{frame}



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\begin{frame}
 \frametitle{Constitutive Integration Verification}


\begin{itemize}

  \item[-]  Asymptotic regime of convergence

  \item[-]  Richardson extrapolation

  \item[-]  Grid convergence index

\end{itemize}


 \begin{center}
 \begin{figure}[!htbp]
\vspace*{-3mm}
 \includegraphics[width=5cm]{/home/jeremic/tex/works/Thesis/YuanFeng/Files_18Aug2017/V_V_slides_SMiRT/Figure-files/asymptotic_regime.pdf}
 \includegraphics[width=3.5truecm]{/home/jeremic/tex/works/Thesis/YuanFeng/Files_18Aug2017/V_V_slides_SMiRT/Figure-files/asymptotic_nonassociate.pdf}
\\
 \includegraphics[width=3.0truecm]{/home/jeremic/tex/works/Thesis/YuanFeng/Files_18Aug2017/V_V_slides_SMiRT/Figure-files/error-map/DPAF_implicitErrMap.pdf}
 \includegraphics[width=3cm]{/home/jeremic/tex/works/Thesis/YuanFeng/Files_18Aug2017/V_V_slides_SMiRT/Figure-files/GCI/NonAssociate.pdf}
\vspace*{-3mm}
 \end{figure}
 \end{center}








\end{frame}







% 
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% \begin{frame}
%  \frametitle{Seismic Energy Input and Dissipation}
% 
% \begin{itemize}
% 
% \vspace*{1mm}
%      \item[] Seismic energy input, through a closed boundary (DRM)
% 
% 
% \vspace*{4mm}
%      \item[] Mechanical dissipation outside SSI domain:
%        \begin{itemize}
%          \item[] Reflected wave radiation
%          \item[] SSI system oscillation radiation
%        \end{itemize}
% %\vspace*{1mm}
%      \item[] Mechanical dissipation/conversion inside SSI domain:
%        \begin{itemize}
%          \item[] Inelasticity of soil and contact zone
%          \item[] Inelasticity/damage of structure and foundation
%          \item[] Viscous coupling of fluids and  soils and structure
% % %         \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}
% %  %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% 


 
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\begin{frame}
 
%\frametitle{Energy Dissipation Verification: \\ Plastic Work $\neq$ Plastic Dissipation}
\frametitle{Energy Dissipation Verification}
 


 
\vspace*{2mm}
 
% Single elastic-plastic element under cyclic shear loading
 
\begin{itemize}
\item[] Plastic work $\neq$ Plastic dissipation
%\item[] Plastic work can decrease
\item[] Plastic dissipation \underline{cannot} decrease
\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}
  



% 
% %\begin{itemize}
% %\item[-]  Negative incremental energy dissipation
% %\item[-]  Plastic work is NOT plastic dissipation
% %\end{itemize}
%  
% \begin{figure}[!H]
% \begin{center}
% \includegraphics[height=4.5cm]{/home/jeremic/tex/works/Thesis/HanYang/Files_06June2017/DOE_Annual_2017/Figures/Negative_Dissipation_Problem.png}
% \end{center}
% \end{figure}
%  
%  \vspace*{-2mm}
% \begin{itemize}
% 
% \item[] Direct violation of the second law of thermodynamics
% 
% %\vspace*{3mm}
% \item[] 600 papers since 1990 (!?!) repeat this error
% 
% % \vspace*{3mm}
% % \item[] Important form of energy missing: {Plastic Free Energy}
% % 
% % \vspace*{3mm}
% % \item[] First described by Taylor and Quinney in 1934! 
% % 
% % \vspace*{3mm}
% % \item[] Plastic Work vs. {Plastic Energy Dissipation}
% 
% 
% %\vspace*{4mm}
% %\item[] However it seems to be forgotten
% 
% \end{itemize}
% 

\end{frame}
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\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}

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\begin{frame}
 \frametitle{Numerical/Algorithmic Damping, Verification}

%\footnotesize
Based  on  the  amplification  matrix ${\bf A}$,  to  calculate the analytical solution of
damping ratios and period shift.

Example: Hilber-Hughes-Taylor, $\alpha=-0.1$

\begin{figure}
\hspace*{-5mm}
\includegraphics[width=5cm]{/home/jeremic/tex/works/Thesis/YuanFeng/Files_18Aug2017/V_V_slides_SMiRT/Figure-files/dynamic/hht/HHT-alpha-01-xi.jpg}
\includegraphics[width=5cm]{/home/jeremic/tex/works/Thesis/YuanFeng/Files_18Aug2017/V_V_slides_SMiRT/Figure-files/dynamic/hht/HHT-alpha-01-period-shift.jpg}
\end{figure}
% HHT Integration $\alpha=-0.2$
% \begin{figure}
% \includegraphics[width=0.36\textwidth]{/home/jeremic/tex/works/Thesis/YuanFeng/Files_18Aug2017/V_V_slides_SMiRT/Figure-files/dynamic/hht/HHT-alpha-02-xi.jpg}
% \includegraphics[width=0.36\textwidth]{/home/jeremic/tex/works/Thesis/YuanFeng/Files_18Aug2017/V_V_slides_SMiRT/Figure-files/dynamic/hht/HHT-alpha-02-period-shift.jpg}
% \end{figure}


\end{frame}









% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
\begin{frame}
\frametitle{Seismic Input Verification}
%\frametitle{Seismic Input Verification, DRM}
% \begin{figure}
% % \includegraphics[scale=0.35]{Present06_figs/3DModel.eps}
%  \includegraphics[width=3cm]{/home/jeremic/tex/works/Conferences/2013/NRC_Short_Course_May2013/Present/Present06_figs/3DModel.eps}
% \end{figure}

\begin{figure}
%\hspace*{-2mm}
 \includegraphics[width=3.5cm]{/home/jeremic/tex/works/Conferences/2013/NRC_Short_Course_May2013/Present/Present06_figs/90m_Northridge_EW.eps}
 \includegraphics[width=3.5cm]{/home/jeremic/tex/works/Conferences/2013/NRC_Short_Course_May2013/Present/Present06_figs/90m_Northridge_NS.eps}
 \includegraphics[width=3.5cm]{/home/jeremic/tex/works/Conferences/2013/NRC_Short_Course_May2013/Present/Present06_figs/90m_Northridge_UD.eps}
\hspace*{-5mm}
\end{figure}




% local
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% local% local  

 

% local
%\vspace*{-2mm}
\begin{center}
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%\movie[label=show3,width=61mm,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}
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%\movie[label=show3,width=61mm,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
\vspace*{-6mm}
\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





\end{frame}





%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
\begin{frame}
%\frametitle{Verification: ANDES Shell}
\frametitle{Verification: Shell Elements}

 \begin{center}
% \includegraphics[width=0.6\textwidth]{./_Jose_Files/fig1_static_tests.pdf}
\hspace*{-10mm}
 \includegraphics[width=5cm]{/home/jeremic/tex/works/Conferences/2013/NRC_Short_Course_May2013/Present/Present06_figs/fig1_static_tests.pdf}
% \includegraphics[width=0.6\textwidth]{./_Jose_Files/fig2_static_tests.pdf}
 \includegraphics[width=5cm]{/home/jeremic/tex/works/Conferences/2013/NRC_Short_Course_May2013/Present/Present06_figs/fig2_static_tests.pdf}
\hspace*{-10mm}
\end{center}

\begin{flushleft}
    \begin{tabular}{|l|l|}
    \hline
 $N_{\texttt{subd}}$   &      $u_z$ \\ \hline
     2 &  96.2118 \\
     7 & 100.096 \\
   101 & 100.002 \\
       &            \\ \hline
    \end{tabular}
\end{flushleft}


\vspace*{-30mm}

\hspace*{-10mm}
% \begin{center}
% \includegraphics[width=0.9\textwidth]{./_Jose_Files/Test_shell_andes_1_free_vibration_EigenMode1.png}
\hspace*{50mm}
 \includegraphics[width=4cm]{/home/jeremic/tex/works/Conferences/2013/NRC_Short_Course_May2013/Present/Present06_figs/Test_shell_andes_1_free_vibration_EigenMode1.png}
\\
%\vspace*{-8mm}
\hspace*{40mm}
 \includegraphics[width=4cm]{/home/jeremic/tex/works/Conferences/2013/NRC_Short_Course_May2013/Present/Present06_figs/Test_shell_andes_2_free_vibration_EigenMode1.png}
\hspace*{-10mm}
%\end{center}

\end{frame}



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\begin{frame}
 \frametitle{Verification: Irregular Solids and Poisson's Ratio}


% \begin{itemize}
%  \item[-]  Irregular Mesh
%  \item[-]  Mesh Refinement
% \end{itemize}

 \begin{figure}
%  \hspace*{-25mm}
%  \includegraphics[width=5.5cm]{/home/jeremic/tex/works/Thesis/YuanFeng/Files_18Aug2017/V_V_slides_SMiRT/Figure-files/beam/beam_8brick.pdf}
% % \hspace*{-25mm}
% % \includegraphics[width=5.5cm]{/home/jeremic/tex/works/Thesis/YuanFeng/Files_18Aug2017/V_V_slides_SMiRT/Figure-files/beam/beam_8brick_more_2.pdf}
 \hspace*{-25mm}
 \includegraphics[width=6.5cm]{/home/jeremic/tex/works/Thesis/YuanFeng/Files_18Aug2017/V_V_slides_SMiRT/Figure-files/beam/beam_brick27_shape1_vertical.pdf}
 \hspace*{-35mm}
 \includegraphics[width=6.5cm]{/home/jeremic/tex/works/Thesis/YuanFeng/Files_18Aug2017/V_V_slides_SMiRT/Figure-files/beam/beam_brick27_shape2_vertical.pdf}
 \hspace*{-35mm}
 \includegraphics[width=6.5cm]{/home/jeremic/tex/works/Thesis/YuanFeng/Files_18Aug2017/V_V_slides_SMiRT/Figure-files/beam/beam_brick27_shape3_vertical.pdf}
 \hspace*{-25mm}
 \end{figure}


 \vspace*{-6mm}

\begin{figure}
\includegraphics[width=0.66\textwidth]{/home/jeremic/tex/works/Thesis/YuanFeng/Files_18Aug2017/V_V_slides_SMiRT/Figure-files/beam/irregular_shape.png}
\end{figure}

% \begin{itemize}
%  \item[-]  Verification Results of High Poisson's ratios
% \end{itemize}

 \vspace*{-5mm}

\begin{figure}
\hspace*{-9mm}
\includegraphics[width=5cm]{/home/jeremic/tex/works/Thesis/YuanFeng/Files_18Aug2017/V_V_slides_SMiRT/Figure-files/beam/error27brick_beam_different_poisson_ratio_disp_div100.jpeg}
\hspace*{3mm}
\includegraphics[width=5cm]{/home/jeremic/tex/works/Thesis/YuanFeng/Files_18Aug2017/V_V_slides_SMiRT/Figure-files/beam/high_poisson.png}
\end{figure}


\end{frame}


% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% \begin{frame}
%  \frametitle{Verification of Solid Shell/Plate}
% 
% 
% \begin{figure}
% \hspace*{-9mm}
% \includegraphics[width=3cm]{/home/jeremic/tex/works/Thesis/YuanFeng/Files_18Aug2017/V_V_slides_SMiRT/Figure-files/beam/circular_plate1.pdf}
% \hspace*{-5mm}
% \includegraphics[width=3cm]{/home/jeremic/tex/works/Thesis/YuanFeng/Files_18Aug2017/V_V_slides_SMiRT/Figure-files/beam/circular_plate3.pdf}
% \hspace*{-5mm}
% \includegraphics[width=3cm]{/home/jeremic/tex/works/Thesis/YuanFeng/Files_18Aug2017/V_V_slides_SMiRT/Figure-files/beam/circular_plate4.pdf}
% \hspace*{-5mm}
% \includegraphics[width=3cm]{/home/jeremic/tex/works/Thesis/YuanFeng/Files_18Aug2017/V_V_slides_SMiRT/Figure-files/beam/circular_plate6.pdf}
% \hspace*{-9mm}
% \end{figure}
% 
% \vspace*{-2mm}
% 
% \begin{itemize}
%  \item[-]   Simply supported and clamped ends
%  \item[-]   Timoshenko's analytic solutions 
% \end{itemize}
% 
% 
% 
% \vspace*{-3mm}
% 
% \begin{figure}
% \hspace*{-2mm}
% \includegraphics[width=4cm]{/home/jeremic/tex/works/Thesis/YuanFeng/Files_18Aug2017/V_V_slides_SMiRT/Figure-files/beam/plate_error_plot.jpeg}
% \hspace*{3mm}
% \includegraphics[width=4cm]{/home/jeremic/tex/works/Thesis/YuanFeng/Files_18Aug2017/V_V_slides_SMiRT/Figure-files/beam/plate_error_plot_clamped.jpeg}
% \end{figure}
% 
% 
% \end{frame}
% 
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
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\begin{frame}
\frametitle{Verification for Boussinesq Problem}


\begin{figure}
\hspace*{-9mm}
\includegraphics[width=5cm]{/home/jeremic/tex/works/Thesis/YuanFeng/Files_18Aug2017/V_V_slides_SMiRT/Figure-files/boussinesq/point_load_on_half_space.png}
\hspace*{3mm}
\includegraphics[width=2.5cm]{/home/jeremic/tex/works/Thesis/YuanFeng/Files_18Aug2017/V_V_slides_SMiRT/Figure-files/boussinesq/model3Dview.JPG}
\end{figure}


\vspace*{-3mm}


\begin{figure}
\hspace*{-9mm}
\includegraphics[width=5cm]{/home/jeremic/tex/works/Thesis/YuanFeng/Files_18Aug2017/V_V_slides_SMiRT/Figure-files/boussinesq/Boussinesq-8NodeBrick.jpeg}
\hspace*{5mm}
\includegraphics[width=5cm]{/home/jeremic/tex/works/Thesis/YuanFeng/Files_18Aug2017/V_V_slides_SMiRT/Figure-files/boussinesq/Boussinesq-27NodeBrick.jpeg}
\end{figure}


\end{frame}




 
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% \begin{frame}
% \frametitle{Wave Propagation, Mesh Size Effects}
% \begin{center}
% \begin{figure}
%  \includegraphics[scale=0.40]{/home/jeremic/tex/works/Conferences/2013/NRC_Short_Course_May2013/Present/Present03_img/Vs1000_8Hz_10m.eps}
% \end{figure}
% {\small (Case 1, Vs = 1000 m/s, Cutoff Fq. = 8 Hz, E. Size = 10 m)}
% \end{center}
% \end{frame}
% 
% 
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% \begin{frame}
% \frametitle{Wave Propagation, Mesh Size Effects}
% \begin{center}
% \begin{figure}
%  \includegraphics[scale=0.40]{/home/jeremic/tex/works/Conferences/2013/NRC_Short_Course_May2013/Present/Present03_img/Vs1000_8Hz_20m.eps}
% \end{figure}
% {\small (Case 1, Vs = 1000 m/s, Cutoff Fq. = 8 Hz, E. Size = 20 m)}
% \end{center}
% \end{frame}
% 
% %   
% % 
% % %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% \begin{frame}
% \frametitle{Mesh Size Effects Analysis Results}
% \begin{center}
% \begin{figure}
%  \includegraphics[scale=0.40]{/home/jeremic/tex/works/Conferences/2013/NRC_Short_Course_May2013/Present/Present03_img/Vs1000_15Hz_10m.eps}
% \end{figure}
% {\small (Case 1, Vs = 1000 m/s, Cutoff Fq. = 15 Hz, E. Size = 10 m)}
% \end{center}
% \end{frame}
% 
% 
%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
\begin{frame}
\frametitle{Mesh Size Effects Analysis Results}
\begin{center}
\begin{figure}
 \includegraphics[scale=0.40]{/home/jeremic/tex/works/Conferences/2013/NRC_Short_Course_May2013/Present/Present03_img/Vs1000_15Hz_20m.eps}
\end{figure}
{\small (Case 1, Vs = 1000 m/s, Cutoff Fq. = 15 Hz, E. Size = 20 m)}
\end{center}
\end{frame}


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\begin{frame}
\frametitle{Verification for Fully Coupled Problems, u-p-U }


\begin{figure}
\hspace*{-9mm}
\includegraphics[width=9cm]{/home/jeremic/tex/works/Papers/2011/Verification_Coupled_Systems/FIGS/Gajo_comp.pdf}
\end{figure}


\end{frame}




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\begin{frame}
 \frametitle{Structure-Fluid Interaction Verification}



%\vspace*{-5mm}
\begin{center}
% \hspace*{-15mm}
%\movie[label=show3,width=6cm,poster,autostart,showcontrols]
{\includegraphics[width=5.5cm]
{/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*{-10mm}
\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_NEW.mpeg}
%  \href{./homo_50m-mesh_45degree_Ormsby.mp4}
  {\tiny (MP4)}
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%


     
\begin{figure}[htbp]
\begin{center}
\includegraphics[width=6cm]{/home/jeremic/tex/works/lecture_notes_SOKOCALO/Figure-files/_Chapter_Verification_and_Validation_for_Dynamic_Solid-Fluid_Interaction/SFI_validation_result.pdf}
%\caption{Comparison among theoretical prediction, experiment observation and numerical simulation}
%\label{fig:_SFI_verification_and_validation_result}
\end{center}
\end{figure}




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\begin{frame}
  \frametitle{Model Verification}



\begin{figure}[htbp]
\begin{center}
  \includegraphics[width = 2.3cm]{/home/jeremic/tex/works/Thesis/YuanFeng/Real_ESSI_short_course_examples_day_123/short_course_document/Figure-files/nonlinear_analysis_steps/soil-structure/overview.png}
\vspace*{-1mm}
\\
  \includegraphics[width = 0.35cm]{/home/jeremic/tex/works/Thesis/YuanFeng/Real_ESSI_short_course_examples_day_123/short_course_document/Figure-files/nonlinear_analysis_steps/free_field_1D/DRM_1D_motion_3D_just_column.jpg}
\hspace*{5mm}
%  \includegraphics[width = 0.1cm]{/home/jeremic/tex/works/Thesis/YuanFeng/Real_ESSI_short_course_examples_day_123/short_course_document/Figure-files/nonlinear_analysis_steps/free_field_1D/DRM1D_Motion3D.png}
  \includegraphics[width = 2.5cm]{/home/jeremic/tex/works/Thesis/YuanFeng/Real_ESSI_short_course_examples_day_123/short_course_document/Figure-files/nonlinear_analysis_steps/free_field_3D/motion3D_DRM3D_free_field.png}
\hspace*{5mm}
%  \includegraphics[width = 1cm]{/home/jeremic/tex/works/Thesis/YuanFeng/Real_ESSI_short_course_examples_day_123/short_course_document/Figure-files/nonlinear_analysis_steps/soil-foundation/soil_foundation.png}
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\end{figure}



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\section{Summary}

\subsection{\ }



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\begin{frame}
  \frametitle{Summary}




    \begin{itemize}


\item[-] Credible  numerical analysis for concrete dams 

       
\vspace*{2mm}
      \item[-]  Numerical analysis to predict and inform

\vspace*{2mm}
      \item[-]   V\&V most important for credible analysis
%      \item[-]   V\&V most important for providing confidence in results

%\vspace*{1mm}
%      \item[-]    Numerical  analysis  should not be used without extensive/full
%      program and model V\&V

\vspace*{2mm}
\item[-]   Assess inaccuracies in numerical analysis


\vspace*{2mm}
\item[-]   Competent engineering analyst 


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



\vspace*{2mm}
  \item[-] Dam engineer needs to know!



\end{itemize}




\end{frame}
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\end{document}

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