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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


%Seismic Energy Propagation and Dissipation in 
%Earthquake Soil Structure Interaction Systems


\title[ESSI Stress Test Motions]
        {Stress Test Motions for \\
         Soil-Structure Systems }

%\subtitle
%{Include Only If Paper Has a Subtitle}

%\author[Author, Another] % (optional, use only with lots of authors)
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%   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}}

%\institute[Computational Geomechanics Group \hspace*{0.3truecm}
%\institute[\pgfuseimage{university-logo}\hspace*{0.1truecm}\pgfuseimage{lbnl-logo}] % (optional, but mostly needed)
\institute[\pgfuseimage{university-logo}] % (optional, but mostly needed)
%{ Professor, University of California, Davis\\
{ University of California, Davis, CA
% \\
%  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 NEA SIMD Workshop, US-NRC, 11-13May2026}


\subject{}


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% - At *most* three subsections per section.
% - Talk about 30s to 2min per frame. So there should be between about
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% - A conference audience is likely to know very little of what you
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%   just say so once. Everybody will be happy with that.



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\begin{frame}
 \frametitle{Motivation}

\begin{itemize}



 

\vspace*{3mm}
%  \item[]  Improve  modeling  and  simulation  for  infrastructure objects
  \item[-]  Earthquake Soil Structure Interaction (ESSI) systems
%  infrastructure
 
\vspace*{3mm}
%  \item[]  Improve  modeling  and  simulation  for  infrastructure objects
  \item[-]  Improve analysis of nonlinear ESSI systems
%  infrastructure
 

% \vspace*{2mm}
%  \item[]  Expert numerical modeling and simulation tool
% 
% \vspace*{1mm}
%   \item[]      Use of numerical models to
%   analyze statics and dynamics of soil/rock-structure systems
% 


\vspace*{3mm}
  \item[-] Account for all 6 seismic motion components  (6C, 3T+3R) 
% in ESSI analysis
  
  
\vspace*{3mm}
  \item[-] Stress test, shake-out 
%Soil-Structure Interacting (SSI) systems
nuclear energy ESSI system
%
%\vspace*{3mm}
%  \item[] Choice of analysis level of sophistication
%
\vspace*{3mm}
  \item[-] Stress test motions variations
  \begin{itemize}
    \item[] Signals (real motions, wavelets...)
    \item[] Energy
    \item[] Strike angles 
    \item[] Duration
  \end{itemize}

% \vspace*{2mm}
%   \item[-] Improve ESSI system
% %  rather than fit

%\vspace*{2mm}
%  \item[] Engineer needs to know!



%
%  
%  
%  \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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% 
% \noindent
% \framebox{Robert P. Kennedy, 1939-2018}
% %\hspace*{5mm}
% \vspace*{-18mm}
% \begin{flushright}
% \includegraphics[height=15mm]{/home/jeremic/tex/works/lecture_notes_SOKOCALO/Figure-files/_Chapter_Dedication_Photos/Robert_P_Kennedy/Robert_P_Kennedy_07Dec2018.jpg}
% \end{flushright}
% 
% \vspace*{-1mm}
% \noindent
% "Response of a soil structure system 
%  is nonlinear, and I would really 
%  like to know what that response is!"
% 
% %\vspace*{1mm}
% %\noindent
% %"There are engineers and then there are Engineers!"
% 
% 
% 
% \vspace*{12mm}
% \noindent
% \fbox{Neboj{\v s}a Orbovi{\' c},  1962-2021}
% %\hspace*{7mm}
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% \begin{flushright}
% \includegraphics[width=18mm]{/home/jeremic/tex/works/lecture_notes_SOKOCALO/Figure-files/_Chapter_Dedication_Photos/Nebojsa_Orbovic/Nebojsa_Orbovic_26Feb2016.jpg}
% \end{flushright}
% 
% %\noindent
% %"As an engineer, I have to know, \\
% %with good accuracy, what will happen \\
% %to the structure during loading, \\
% %hence numerical analysis and \\
% %verification and validation for \\
% %numerical analysis is really important"
% 
% \vspace*{-1mm}
% \noindent
% "As an engineer, I have to know  what are response sensitivities 
%  to modeling choices and model parameters."
% 
% 
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% 
%   
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% \begin{frame}
%  \frametitle{Hypothesis}
% 
% \begin{itemize}
% 
% 
% 
% %\vspace*{0.5cm}
%   \item[]        Interplay    of  the  Earthquake, Soil/Rock and Structure in time
%   domain, plays a major role in successes and failures
% 
% 
% \vspace*{3mm}
%   \item[]   Timing  and spatial location of energy dissipation determines location
%   and amount of damage
% 
% \vspace*{3mm}
%   \item[]  If timing and spatial location of the energy dissipation
%          can be controlled, directed,
%          we could  optimize soil structure system for
%     \begin{itemize}
%       \item[+] Safety 
%       \item[+] Economy
%     \end{itemize}
% 
% \end{itemize}
% \end{frame}
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% 
% 
% 
% 













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\section{Stress Test Motions}






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\begin{frame}
\frametitle{ESSI: 6C vs 1C Seismic Motions}


\begin{itemize}


\item[-]  Assume: full 3C/6C motions, recorded only 1C 

\item[-]   From 1C motions, de-convolute/convolute 1C 

\item[-]   Apply 6C and 1C to ESSI 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{Realistic Ground Motions}

\vspace*{2mm}

\begin{itemize}

  \item[-]  Free field, regional scale models

\end{itemize}

% local
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\begin{center}
%\movie[label=show3,width=8.5cm,poster,autostart,showcontrols,loop]
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%   {\includegraphics[width=60mm]{movie_input_mp4_icon.jpeg}}{movie_input.mp4}
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% %\hfill
\hspace*{-5mm}
\movie[label=show3,width=100mm,poster,autostart,showcontrols]
%\movie[label=show3,width=90mm,poster]
  {\includegraphics[width=100mm]{/home/jeremic/public_html/lecture_notes_online_material/_Chapter_Applications_ESSI_for_NPPs/Free_Field_small_model_April2015/movie_input_mp4_icon.jpeg}}
{/home/jeremic/public_html/lecture_notes_online_material/_Chapter_Applications_ESSI_for_NPPs/Free_Field_small_model_April2015/movie_input.mp4}
\hspace*{-12mm}
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% local
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\begin{frame}
 \frametitle{Development of Realistic Motions}

\begin{itemize}

  \item[-]  Sources will send both P and S waves

\end{itemize}

% online
% online  \begin{center}
% online  \href{http://sokocalo.engr.ucdavis.edu/~jeremic/lecture_notes_online_material/_Chapter_Applications_ESSI_for_NPPs/Free_Field_small_model_April2015/movie_input.mp4}
% online    {\includegraphics[width=55mm]{movie_input_mp4_icon.jpeg}}
% online  %
% online  \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}
% online    {\includegraphics[width=50mm]{movie_input_closeup_mp4_icon.jpeg}}
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%   {\includegraphics[width=60mm]{movie_input_mp4_icon.jpeg}}{movie_input.mp4}
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% %\hfill
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% %\movie[label=show3,width=5.3cm,poster,autostart,showcontrols]
\movie[label=show3,width=80mm,poster, showcontrols]
  {\includegraphics[width=80mm]{/home/jeremic/public_html/lecture_notes_online_material/_Chapter_Applications_ESSI_for_NPPs/Free_Field_small_model_April2015/movie_input_closeup.jpg}}
{/home/jeremic/public_html/lecture_notes_online_material/_Chapter_Applications_ESSI_for_NPPs/Free_Field_small_model_April2015/movie_input_closeup.mp4}
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% local
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\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, \underline{incomplete} mechanics
%  (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}
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% 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}
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% online






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\begin{frame}
\frametitle{Stress Test Motions}

\begin{itemize}



\vspace*{2mm}
\item[-] Excite SSI system with a suite of motions

\vspace*{2mm}
\item[-] Recorded waves, and/or \underline{wavelets} 



\vspace*{2mm}
  \item[-]  Variation in wave direction and inclination
%   body waves reasulting in   surface waves
% %  strike and dip, 
%   body waves (P, SV, SH),
%   surface waves (Rayleigh, Love, Stoneley, etc.)

\vspace*{2mm}
\item[-] Variation in wave frequency, energy and duration


%\vspace*{2mm}
\vspace*{2mm}
  \item[-] Plane wave stress test motions: 
    \begin{itemize}
%      \item[-] 1D-1C
      \item[-] 1D-1C and/or 3D-1C
      \item[-] 3D-3$\times$1C 
      \item[-] 3D-6C (Thomson/Haskel's solution) 
    \end{itemize}




%\vspace*{1mm}
%  \item[-] Knowledge of shallow geology is important


\vspace*{2mm}
\item[-] "Break" the system, shake-out strong and weak links




\end{itemize}
 
\end{frame}






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% \begin{frame}
% \frametitle{Shake Out Motions}
% 
% 
% %\vspace*{-10mm}  
% 
% \begin{itemize}
% 
% \item[-] Variation in inclination, frequency, energy and duration
% 
% \vspace*{1mm}
% \item[-] Try to "break" the system, shake-out strong and weak links
% 
% \end{itemize}
% 
% 
% 
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\begin{frame}
 \frametitle{Example Stress Test Signals}

  \vspace*{1cm}

\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_Ricker1st.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_Ricker1st_FFT.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.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}


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\frametitle{Free Field, Variation in Input Wave Angle,  $f = 5$Hz}

% Elastoplastic soil with contact elements
%% Both solid and contact elements dissipate energy
     
     
\vspace*{3mm}
\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_angle.jpg}}
{/home/jeremic/public_html/lecture_notes_online_material/_Chapter_Applications_ESSI_for_NPPs/Free_Field_animations_angle_or_frequency_variation/free_field_inclination.mp4}
\end{center}
        
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\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_inclination.mp4}
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\begin{frame}

\frametitle{SMR ESSI, Variation in Input Wave Angle,  $f = 5$Hz}

% 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/SMR_animations_May2018/SMR_ESSI_4_inclinations.jpg}}
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\end{center}
        
% online   
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\begin{flushleft}
\hspace*{-4mm}
\href{http://sokocalo.engr.ucdavis.edu/~jeremic/lecture_notes_online_material/_Chapter_Applications_ESSI_for_NPPs/SMR_animations_May2018/SMR_ESSI_4_inclindations.mp4}
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\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*{3mm}
% \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}}
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\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}
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\frametitle{SMR ESSI, Variation in Input Frequency, $\theta = 60^{o}$}

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

     
\vspace*{3mm}
% \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}
        
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\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}
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%\frametitle{SMR ESSI, Variation in Input Frequency, $\theta = 60^{o}$}
\frametitle{SMR ESSI, Variation in Input Frequency, REAL TIME}

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

     
\vspace*{3mm}
% \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/SMR_animations_May2018/SMR-ESSI_real_time_four_freq.mp4}
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%  
%  % Elastoplastic soil with contact elements
%  %% Both solid and contact elements dissipate energy
%  
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%  {\includegraphics[width=54mm]                                                                                       
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%  % Elastoplastic soil with contact elements
%  %% Both solid and contact elements dissipate energy
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%\frametitle{NPP Seismic Reponse, Energy Dissipation}
\frametitle{NPP ESSI, Energy Dissipation, Weak Link}

% 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]
{\includegraphics[width=10cm]
{/home/jeremic/tex/works/Conferences/2017/SMiRT_24/present/3D_Nonlinear_Modeling_and_it_Effects/NPP_Plastic_Dissipation_grab.jpg}}
{/home/jeremic/tex/works/Thesis/HanYang/Files_10Aug2017/NPP_Plastic_Dissipation.mp4}
\end{center}




\begin{flushleft}
\vspace*{-15mm}
\href{http://sokocalo.engr.ucdavis.edu/~jeremic/lecture_notes_online_material/_Chapter_Applications_ESSI_for_NPPs/Energy_Dissipation_Animations/NPP_Plastic_Dissipation.mp4}
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\frametitle{SMR ESSI, Energy Dissipation, Weak Link}

% 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]
{\includegraphics[width=10cm]
{/home/jeremic/public_html/lecture_notes_online_material/_Chapter_Applications_ESSI_for_NPPs/Energy_Dissipation_Animations/SMR_Energy_Dissipation_screen_grab.jpg}}
{/home/jeremic/public_html/lecture_notes_online_material/_Chapter_Applications_ESSI_for_NPPs/Energy_Dissipation_Animations/SMR_Energy_Dissipation.mp4}
\end{center}


\begin{flushleft}
\vspace*{-15mm}
\href{http://sokocalo.engr.ucdavis.edu/~jeremic/lecture_notes_online_material/_Chapter_Applications_ESSI_for_NPPs/Energy_Dissipation_Animations/SMR_Energy_Dissipation.mp4}
%  \href{./homo_50m-mesh_45degree_Ormsby.mp4}
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\begin{frame}
 \frametitle{Energy Infrastruture, Inclined Seismic Waves}

\vspace*{3mm}
%\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_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*{-15mm}
\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)}
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\begin{frame}
\frametitle{BRB Energy Dissipation, Weak Link}


% \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/tex/works/Thesis/HanYang/ASCE-7-21_low_building_energy_dissipation/ATC_Short_Building_PD.jpg}}
{/home/jeremic/tex/works/Thesis/HanYang/ASCE-7-21_low_building_energy_dissipation/ATC_Short_Building_PD.mp4}
\end{center}
        
% online   
\vspace*{-12mm}
\begin{flushleft}
\hspace*{-4mm}
\href{http://sokocalo.engr.ucdavis.edu/~jeremic/lecture_notes_online_material/_Chapter_Applications_Earthquake_Soil_Structure_Interaction_General_Aspects/Energy_dissipation_frames/ATC_Short_Building_PD.mp4}
  {\tiny (MP4)}
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% online  
   



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% %\movie[label=show3,width=5.6cm,poster,autostart,showcontrols]
% \movie[label=show3,width=120mm,showcontrols]
%   {\includegraphics[width=120mm]{/home/jeremic/public_html/lecture_notes_online_material/_Chapter_Applications_ESSI_for_Buildings/Ventura_Hotel_SSI_vs_nonSSI_screen_grab.jpg}}
%   {/home/jeremic/public_html/lecture_notes_online_material/_Chapter_Applications_ESSI_for_Buildings/Ventura_Hotel_SSI_vs_nonSSI.mp4}
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% \vspace*{-12mm}
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% \begin{flushleft}
% \href{http://sokocalo.engr.ucdavis.edu/~jeremic/lecture_notes_online_material/_Chapter_Applications_ESSI_for_Buildings/Ventura_Hotel_SSI_vs_nonSSI.mp4}
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\section{Summary}






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% \section{Real-ESSI Simulator System}
% 
%       
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% \begin{frame} 
% 
% \frametitle{Real-ESSI Simulator System}
% 
% %The  Real-ESSI, 
% {\underline {\bf Real}}istic  
% %{\underline {\bf M}}odeling  and  
% %{\underline {\bf S}}imulation  of  
% {M}odeling  and  
% {S}imulation  of  
% {\underline {\bf E}}arthquakes,  
% {\underline {\bf S}}oils,
% {\underline {\bf S}}tructures  and  their  
% {\underline {\bf I}}nteraction  (Real-ESSI) Simulator  
% is  a  software,  hardware  and
% documentation   system   for  high fidelity, high performance, time  domain,
% linear and  nonlinear,  
% elastic and inelastic,  
% deterministic  or probabilistic,
% 3D, 
% modeling and simulation of:
% 
%     \begin{itemize}
% \vspace*{-1mm}
%       \item[-] statics and dynamics of soil,
% \vspace*{-1mm}
%       \item[-]    statics and dynamics of rock,
% \vspace*{-1mm}
%       \item[-]    statics and dynamics of structures,
% \vspace*{-1mm}
%       \item[-]    statics of soil-structure systems, and
% \vspace*{-1mm}
%       \item[-]    dynamics of earthquake soil structure interaction 
%     \end{itemize}
% 
% 
% % 
% % Used for:
% %   \begin{itemize}
% % %\vspace*{1mm}
% %     \item[-] Design, linear elastic, load combinations, dimensioning
% %   
% %   
% % %\vspace*{1mm}
% %     \item[-] Assessment, nonlinear/inelastic, safety margins
% %   
% %   
% %   \end{itemize}
% %   
%   
% %  \vspace*{3mm}
% %Real-ESSI documentation, examples  and program available at  
% %\fbox{\url{http://real-essi.us/}}    
% \fbox{\href{http://real-essi.us/}{http://real-essi.us/}}    
% %\url{http://sokocalo.engr.ucdavis.edu/~jeremic/Real_ESSI_Simulator/}
% %
% %\url{http://real-essi.info/}
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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}
% 
% 
% % 
% % \vspace*{1mm}
% %     \item[-]  Sophisticated inelastic/nonlinear modeling and simulations need to be
% %     done carefully and in phases
% 
% 
% \vspace*{3mm}
%     \item[] Education and Training is the key!



\vspace*{5mm}
  \item[] Stress test, shake-out 
%Soil-Structure Interacting (SSI) systems
nuclear energy ESSI system
%
%\vspace*{3mm}
%  \item[] Choice of analysis level of sophistication
%
\vspace*{5mm}
  \item[] Stress test motions variations:
 signal,                         
 energy,                         
inclination and direction angle,
duration                        


%   \begin{itemize}
%     \item[]  signal
%     \item[]  energy
%     \item[] inclination and direction angle 
%     \item[] duration
%   \end{itemize}

\vspace*{5mm}
  \item[] Advance safety and economy of energy ESSI systems 
%  \item[] Improve safety and economy of energy ESSI systems 
%      \begin{itemize}   
%       \item[] Safety
%       \item[] Economy
%      \end{itemize}

\vspace*{5mm}
   \item[]   Students:    Feng,  Yang,  Behbehani,  Sinha,  Wang,
   Pisan{\'o}, Abell, Tafazzoli, Jie, Preisig, Tasiopoulou, Watanabe...
   
   
% 
\vspace*{5mm}
%  \item[]  Funding  from  and  collaboration  with the 
  \item[]  Appreciation, funding, collaboration:
%   US-FEMA/ATC, 
  US-NRC, 
  US-DOE
%   US-NSF, 
%   CNSC-CCSN, 
%   UN-IAEA, 
%   CH-ENSI/Basler\&Hofmann and 
%   Shimizu Corp. is greatly appreciated,
% 
% 
% \vspace*{3mm}
%   \item[] 
% %  All presented available within the Real-ESSI   
%     \url{http://real-essi.us}
      

\end{itemize}



\end{frame}
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\end{document}

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