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% (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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\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},  Hexiang Wang, Katarzyna Staszewska
}

%\institute[Computational Geomechanics Group \hspace*{0.3truecm}
%\institute[\pgfuseimage{university-logo}\hspace*{0.1truecm}\pgfuseimage{lbnl-logo}] % (optional, but mostly needed)
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%{ Professor, University of California, Davis\\
{ University of California, Davis, CA
% \\
%  and\\
%  Faculty Scientist, Lawrence Berkeley National Laboratory, Berkeley }
%   Lawrence Berkeley National Laboratory, Berkeley, CA
  }
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\date[] % (optional, should be abbreviation of conference name)
{\small WCEE 2024}


\subject{}


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\section{Introduction}

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\begin{frame}
 \frametitle{Motivation}

\begin{itemize}



 

%\vspace*{0.3cm}
%  \item[]  Improve  modeling  and  simulation  for  infrastructure objects
  \item[]  Improve analysis of 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*{5mm}
  \item[] Stress test, shake-out 
%Soil-Structure Interacting (SSI) systems
ESSI system
%
%\vspace*{3mm}
%  \item[] Choice of analysis level of sophistication
%
\vspace*{5mm}
  \item[] Stress test motions variations
  \begin{itemize}
    \item[]  signals
    \item[]  energies
    \item[] strike angles 
    \item[] duration
  \end{itemize}

\vspace*{5mm}
  \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}
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% \includegraphics[height=15mm]{/home/jeremic/tex/works/lecture_notes_SOKOCALO/Figure-files/_Chapter_Dedication_Photos/Robert_P_Kennedy/Robert_P_Kennedy_07Dec2018.jpg}
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% "Response of a soil structure system 
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% %\noindent
% %"There are engineers and then there are Engineers!"
% 
% 
% 
% \vspace*{12mm}
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% \fbox{Neboj{\v s}a Orbovi{\' c},  1962-2021}
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% \end{flushright}
% 
% %\noindent
% %"As an engineer, I have to know, \\
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% %to the structure during loading, \\
% %hence numerical analysis and \\
% %verification and validation for \\
% %numerical analysis is really important"
% 
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% \noindent
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% 
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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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%\subsection{\ } 
  


% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
\begin{frame}
\frametitle{Plane Wave Stress Test Motions}

\begin{itemize}



\item[-] Excite SSI system with a suite of  seismic motions


\vspace*{2mm}
  \item[-]  Motions:  variation in strike and dip, body waves P, S;
  (near) surface waves (Rayleigh, Love, Stoneley, etc.)

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




\vspace*{2mm}
  \item[-] Knowledge of geology andthe soil is important





\end{itemize}
 
\end{frame}





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

\begin{itemize}


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

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

\end{itemize}

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


\end{frame}


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%  


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


%\vspace*{-10mm}  

\begin{itemize}

\item[-] Variation in inclination, frequency, energy and duration

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

\end{itemize}



%\vspace*{-4mm}  
\begin{figure}[!htb]
\begin{flushleft}
\hspace*{-5mm}
\includegraphics[width=8.5cm]{/home/jeremic/tex/works/Conferences/2018/BestPSHANI/Presentation/stress_test_Best_SHANI_May2018.jpg}
\end{flushleft}
\end{figure}



\vspace*{-45mm}  
\begin{figure}[!htb]
\begin{flushright}
\includegraphics[width=3cm]{/home/jeremic/tex/works/Conferences/2015/CNSC_July/Present/Stress_test_NPP_idea.jpg}
\hspace*{-5mm}
\end{flushright}
\end{figure}


\vspace*{-5mm}  
\begin{figure}[!htb]
\begin{flushright}
\includegraphics[width=3cm]{/home/jeremic/tex/works/consulting/2017/IAEA/TECDOC/Version_14Mar2017/1Dvs3x1Dvs3D_waves_02.pdf}
\hspace*{-5mm}
\end{flushright}
\end{figure}




\end{frame}










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\begin{frame}

\frametitle{Free Field, 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/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}
        
% online   
\vspace*{-12mm}
\begin{flushleft}
\hspace*{-4mm}
\href{http://sokocalo.engr.ucdavis.edu/~jeremic/lecture_notes_online_material/_Chapter_Applications_ESSI_for_NPPs/Free_Field_animations_angle_or_frequency_variation/free_field_inclination.mp4}
  {\tiny (MP4)}
\end{flushleft}
% online  
   

\end{frame}

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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}}
{/home/jeremic/public_html/lecture_notes_online_material/_Chapter_Applications_ESSI_for_NPPs/SMR_animations_May2018/SMR_ESSI_4_inclindations.mp4}
\end{center}
        
% online   
\vspace*{-12mm}
\begin{flushleft}
\hspace*{-4mm}
\href{http://sokocalo.engr.ucdavis.edu/~jeremic/lecture_notes_online_material/_Chapter_Applications_ESSI_for_NPPs/SMR_animations_May2018/SMR_ESSI_4_inclindations.mp4}
  {\tiny (MP4)}
\end{flushleft}
% online  
   

\end{frame}

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

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\begin{frame}

\frametitle{SMR ESSI, Variation in Input Frequency, $\theta = 60^{o}$}

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

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

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\begin{frame}

%\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*{-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}
\end{center}
        
% online   
\vspace*{-12mm}
\begin{flushleft}
\hspace*{-4mm}
\href{http://sokocalo.engr.ucdavis.edu/~jeremic/lecture_notes_online_material/_Chapter_Applications_ESSI_for_NPPs/SMR_animations_May2018/SMR-ESSI_real_time_four_freq.mp4}
  {\tiny (MP4)}
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% online  
   

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% OVDE


%  %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%  \begin{frame}
%  
%  \frametitle{SMR, Free Field vs  ESSI, $f=2.5$Hz, $\theta = 60^{o}$}
%  
%  % Elastoplastic soil with contact elements
%  %% Both solid and contact elements dissipate energy
%  
%       
%  % \vspace*{-5mm}
%  \begin{flushleft}
%  \hspace*{-7mm}
%  %\movie[label=show3,width=54mm,poster,autostart,showcontrols]
%  \movie[label=show3,width=54mm,poster,showcontrols]
%  {\includegraphics[width=54mm]                                                                                       
%  {/home/jeremic/public_html/lecture_notes_online_material/_Chapter_Applications_ESSI_for_NPPs/SMR_animations_May2018/SMR_FreeField_f2_5_theta_60.jpg}
%  }
%  {/home/jeremic/public_html/lecture_notes_online_material/_Chapter_Applications_ESSI_for_NPPs/SMR_animations_May2018/SMR_free_field_2frequency.mp4}
%  \end{flushleft}
%  % online   
%  %\vspace*{-12mm}
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%  \href{http://sokocalo.engr.ucdavis.edu/~jeremic/lecture_notes_online_material/_Chapter_Applications_ESSI_for_NPPs/SMR_animations_May2018/SMR_free_field_2frequency.mp4}
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%  \movie[label=show3,width=58mm,poster,showcontrols]
%  {\includegraphics[width=58mm]
%  {/home/jeremic/public_html/lecture_notes_online_material/_Chapter_Applications_ESSI_for_NPPs/SMR_animations_May2018/SMR_ESSI_f2_5_theta_60.jpg}
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%  {/home/jeremic/public_html/lecture_notes_online_material/_Chapter_Applications_ESSI_for_NPPs/SMR_animations_May2018/SMR_2frequency.mp4}
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%  \href{http://sokocalo.engr.ucdavis.edu/~jeremic/lecture_notes_online_material/_Chapter_Applications_ESSI_for_NPPs/SMR_animations_May2018/SMR_2frequency.mp4}
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%  
%  \frametitle{SMR, Free Field vs  ESSI, $f=10$Hz, $\theta = 60^{o}$}
%  
%  % Elastoplastic soil with contact elements
%  %% Both solid and contact elements dissipate energy
%  
%       
%  % \vspace*{-5mm}
%  \begin{flushleft}
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%  %\movie[label=show3,width=54mm,poster,autostart,showcontrols]
%  \movie[label=show3,width=54mm,poster,showcontrols]
%  {\includegraphics[width=54mm]
%  {/home/jeremic/public_html/lecture_notes_online_material/_Chapter_Applications_ESSI_for_NPPs/SMR_animations_May2018/SMR_FreeField_f10_theta60.jpg}
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%  {/home/jeremic/public_html/lecture_notes_online_material/_Chapter_Applications_ESSI_for_NPPs/SMR_animations_May2018/SMR_free_field_10frequency.mp4}
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%  % online   
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%  \href{http://sokocalo.engr.ucdavis.edu/~jeremic/lecture_notes_online_material/_Chapter_Applications_ESSI_for_NPPs/SMR_animations_May2018/SMR_free_field_10frequency.mp4}
%    {\tiny (MP4)}
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%  \movie[label=show3,width=58mm,poster,showcontrols]
%  {\includegraphics[width=58mm]
%  {/home/jeremic/public_html/lecture_notes_online_material/_Chapter_Applications_ESSI_for_NPPs/SMR_animations_May2018/SMR_ESSI_f10_theta60.jpg}
%  }
%  {/home/jeremic/public_html/lecture_notes_online_material/_Chapter_Applications_ESSI_for_NPPs/SMR_animations_May2018/SMR_10frequency.mp4}
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%  \href{http://sokocalo.engr.ucdavis.edu/~jeremic/lecture_notes_online_material/_Chapter_Applications_ESSI_for_NPPs/SMR_animations_May2018/SMR_10frequency.mp4}
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% \begin{frame} 
%  \frametitle{Free Field Motion Verification}
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%   \vspace*{-3mm}
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%  \begin{figure}[!H] 
%     \begin{center}
%   \hspace*{-8mm}
%       \includegraphics[width=4cm]{/home/jeremic/tex/works/Thesis/HexiangWang/Files_SMiRT_11Aug2017/pic/free_field_ux_time_series.pdf} 
%   \hspace*{-1mm}
%       \includegraphics[width=4cm]{/home/jeremic/tex/works/Thesis/HexiangWang/Files_SMiRT_11Aug2017/pic/free_field_uy_time_series.pdf} 
%   \hspace*{-1mm}
%       \includegraphics[width=4cm]{/home/jeremic/tex/works/Thesis/HexiangWang/Files_SMiRT_11Aug2017/pic/free_field_uz_time_series.pdf} \\
%   \hspace*{-3mm}
% %
% \\
%   \hspace*{-8mm}
%       \includegraphics[width=4cm]{/home/jeremic/tex/works/Thesis/HexiangWang/Files_SMiRT_11Aug2017/pic/free_field_ax_time_series.pdf} 
%   \hspace*{-1mm}
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%   \hspace*{-1mm}
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\frametitle{6C vs 1C NPP ESSI Response Comparison}

 
% local
\vspace*{-2mm}
\begin{center}
\hspace*{-7mm}
%\movie[label=show3,width=8.8cm,poster,autostart,showcontrols]
\movie[label=show3,width=8.8cm,poster, showcontrols]
  {\includegraphics[width=92mm]
  {/home/jeremic/tex/works/Conferences/2016/IAEA_TecDoc_February2016/My_Current_Work/movie_2_npps_mp4_icon.jpeg}}
  {/home/jeremic/public_html/lecture_notes_online_material/_Chapter_Applications_ESSI_for_NPPs/Model01_ESSI_Response_May2015/movie_2_npps.mp4}
\end{center}
% local
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%  \begin{center}
%  \hspace*{-7mm}
%  \movie[label=show3,width=8.8cm,poster,autostart,showcontrols]
%    {\includegraphics[width=90mm]{movie_2_npps_mp4_icon.jpeg}}{movie_2_npps.mp4}
%  \end{center}


% online
\vspace*{-12mm}
\begin{flushleft}
%\vspace*{-15mm}
\href{http://sokocalo.engr.ucdavis.edu/~jeremic/lecture_notes_online_material/_Chapter_Applications_Earthquake_Soil_Structure_Interaction_General_Aspects/ESSI_VisIt_movies_Jose_19May2015/movie_2_npps.mp4}
  {\tiny (MP4)}
\end{flushleft}
% online



% out 
% out  \vspace*{-2mm}
% out  \begin{center}
% out  \hspace*{-7mm}
% out  \movie[label=show3,width=8.8cm,poster,autostart,showcontrols]
% out    {\includegraphics[width=69mm]{BJicon.png}}
% out    {movie_2_npps.mp4}
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% out  \href{http://sokocalo.engr.ucdavis.edu/~jeremic/lecture_notes_online_material/_Chapter_Applications_Earthquake_Soil_Structure_Interaction_General_Aspects/ESSI_VisIt_movies_Jose_19May2015/movie_2_npps.mp4}
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 \frametitle{Pine Flat Dam, Inclined Plane Waves}

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\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}
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\frametitle{Ventura Hotel, Northridge Earthquake, nonSSI vs SSI}


% local

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\begin{center}
\hspace*{-16mm}
%\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}
\hspace*{-16mm}
\end{center}
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\href{http://sokocalo.engr.ucdavis.edu/~jeremic/lecture_notes_online_material/_Chapter_Applications_ESSI_for_Buildings/Ventura_Hotel_SSI_vs_nonSSI.mp4}
{\tiny ({\bf MP4})}
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\section{Summary}






% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% \section{Real-ESSI Simulator System}
% 
%       
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% \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/}
% %
% 
% 
% 
% \end{frame}
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\begin{frame}
  \frametitle{Summary}

  \begin{itemize}

%    \item[-] Importance   of   using  proper  models  correctly  (verification,
%    validation, level of sophistication)
%     
 
% %    \item[-] Reduction of modeling uncertainty 
% %
% \vspace*{1mm}
%     \item[] Numerical modeling to predict and inform
% %     , rather than fit
% 
% %\vspace*{1mm}
% %    \item[-] Change of demand due to inelastic effects
% 
% %\vspace*{-1mm}
% %      \begin{itemize}
% %         \item[-] Reduction of dynamic motions
% %         \item[-] Increase in deformations
% %      \end{itemize}
% 
% 
% % 
% % \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*{3mm}
  \item[] Stress test, shake-out 
%Soil-Structure Interacting (SSI) systems
ESSI system
%
%\vspace*{3mm}
%  \item[] Choice of analysis level of sophistication
%
\vspace*{3mm}
  \item[] Stress test motions variations
  \begin{itemize}
    \item[]  signals
    \item[]  energies
    \item[] strike angles 
    \item[] duration
  \end{itemize}

\vspace*{3mm}
  \item[] Improve ESSI system: Safety, Economy
%      \begin{itemize}
%       \item[] Safety
%       \item[] Economy
%      \end{itemize}

%\vspace*{3mm}
%   \item[]     Collaborators:    Feng,  Yang,  Behbehani,  Sinha,  Wang, Wang,
%   Pisan{\'o}, Abell, Tafazzoli, Jie, Preisig, Tasiopoulou, Watanabe, Luo, 
%   Cheng, Yang.
   
   
% 
% \vspace*{3mm}
%   \item[]  Funding  from  and  collaboration  with the 
%   US-FEMA/ATC, 
%   US-DOE, 
%   US-NRC, 
%   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}
%






\end{document}

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