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\title[ESSI Modeling and Simulation]
        {Earthquake Soil Structure Interaction \\
         Modeling and Simulation }


%\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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\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} }

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%{ Professor, University of California, Davis\\
{ University of California, Davis\\
%  and\\ 
%  Faculty Scientist, Lawrence Berkeley National Laboratory, Berkeley }
  Lawrence Berkeley National Laboratory, Berkeley }
% - 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 Southern California Earthquake Center \\
Los Angeles,  May 2015}

\subject{}
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% - A conference audience is likely to know very little of what you
%   are going to talk about. So *simplify*!
% - In a 20min talk, getting the main ideas across is hard
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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*{Introduction}



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\begin{frame}
 \frametitle{Motivation}

\begin{itemize}
  


%\vspace*{0.3cm}
  \item Improve seismic design of soil structure systems


\vspace*{1mm}
  \item      {\bf   E}arthquake {\bf S}oil {\bf S}tructure {\bf I}nteraction
  ({\bf ESSI}) in time and space, plays a major role in successes and failures



%\vspace*{0.1cm}
\vspace*{1mm}
  \item  Accurate  following  and directing (!) the  flow  of  seismic energy in
  ESSI system to optimize for
    \begin{itemize}
      \item Safety and
      \item Economy
    \end{itemize}


%\vspace*{0.1cm}
\vspace*{1mm}
  \item  Development of  high  fidelity  numerical modeling and simulation tools
  to analyze realistic ESSI behavior: \\ 
  {\bf Real ESSI} simulator
  ({\small aka}: {\cyrssDvanaest Stvarno  Lako}, 
{ Muy F{\'a}cil},  
{Molto  Facile},  
\raisebox{-1.2mm}{\includegraphics[height=5mm]{/home/jeremic/tex/works/lecture_notes_SOKOCALO/Figure-files/Real_ESSI_in_different_langauges/Real_ESSI_Chinese.jpeg}},
\raisebox{-1.2mm}{\includegraphics[height=5mm]{/home/jeremic/tex/works/lecture_notes_SOKOCALO/Figure-files/Real_ESSI_in_different_langauges/Real_ESSI_Japanese.jpg}},
{\greektext{Pragmatik'a E'ukolo}},
\raisebox{-1.2mm}{\includegraphics[height=5mm]{/home/jeremic/tex/works/lecture_notes_SOKOCALO/Figure-files/Real_ESSI_in_different_langauges/Real_ESSI_Farsi.jpg}},
{Tr{\`e}s Facile}, 
{\cyrssDvanaest Vistinski Lesno}
%{Wirklich Einfach} 
)

\end{itemize}
\end{frame}
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\begin{frame}
 \frametitle{Predictive Capabilities}
% \frametitle{High Fidelity Modeling of SFS System:
% Verification, Validation and Prediction}

\begin{itemize}


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

%\vspace*{0.1cm}
\vspace*{1mm}
     \item  {{  Validation}  provides  evidence  that  the  correct  model is
     solved.} Physics issue.

%\vspace*{0.1cm}
\vspace*{1mm}
   \item {  Prediction under Uncertainty (!)}:  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*{1mm}
   \item Predictive capabilities with { low Kolmogorov Complexity}


\vspace*{1mm}
     \item Modeling and simulation goal
       \begin{itemize} 
         \item  Inform, not fit 
         \item Predict, not diagnose
       \end{itemize} 

% 
\end{itemize}


\end{frame}






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\begin{frame}
 \frametitle{Reduction of Modeling Uncertainty}

\begin{itemize}

       

  \item      Simplified  modeling:    Features (important ?)   are neglected (6D
  ground motions, inelasticity)

\vspace*{4mm}
     \item   Modeling   Uncertainty:   unrealistic   and   unnecessary  modeling
     simplifications

\vspace*{4mm}
     \item  Modeling  simplifications   are  justifiable  if  one  or  two  level  higher
     sophistication  model  shows  that  features  being  simplified out are not
     important



\end{itemize}
\end{frame}

 
%
%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
\begin{frame}
\frametitle{Uncertain Material and Loads}


\vspace*{-3mm}
\begin{figure}[!hbpt]
\begin{center}
%
\includegraphics[width=6.0truecm]{/home/jeremic/tex/works/Papers/2008/JGGE-GoverGmax/figures/YoungModulus_RawData_and_MeanTrend_01-Ed.pdf} 
% \hfill
\includegraphics[width=5.0truecm]{/home/jeremic/tex/works/Papers/2008/JGGE-GoverGmax/figures/YoungModulus_Histogram_Normal_01-Ed.pdf}
%
\end{center}
\end{figure}                                                          

% \vspace*{-1.8cm}
% %\hspace*{-3.3cm}
% \begin{flushright}
% {\tiny  
% Transformation  of SPT $N$-value: \\ 
% 1-D Young's modulus, $E$ \\
% (cf. Phoon and Kulhawy (1999B))\\
% ~}
% \end{flushright}
% %

\vspace*{-5mm}

\begin{figure}[!hbpt]
\begin{center}
% % 
\includegraphics[width=2.0truecm]{/home/jeremic/tex/works/Thesis/KonstantinosKarapiperis/Soil_Uncertainty_Report_Pdf_Cdf_Figures/FieldPhiPdf.pdf}
\includegraphics[width=2.0truecm]{/home/jeremic/tex/works/Thesis/KonstantinosKarapiperis/Soil_Uncertainty_Report_Pdf_Cdf_Figures/FieldPhiCdf.pdf}
\includegraphics[width=2.0truecm]{/home/jeremic/tex/works/Thesis/KonstantinosKarapiperis/Soil_Uncertainty_Report_Pdf_Cdf_Figures/FieldSuPdf.pdf}
\includegraphics[width=2.0truecm]{/home/jeremic/tex/works/Thesis/KonstantinosKarapiperis/Soil_Uncertainty_Report_Pdf_Cdf_Figures/FieldSuCdf.pdf}
\\
\vspace*{-3mm}
\hspace*{-2.5cm} \mbox{\tiny Field $\phi$} \hspace*{3.5cm} \mbox{\tiny Field $c_u$}
\hfill
\includegraphics[width=2.0truecm]{/home/jeremic/tex/works/Thesis/KonstantinosKarapiperis/Soil_Uncertainty_Report_Pdf_Cdf_Figures/LabPhiPdf.pdf}
\includegraphics[width=2.0truecm]{/home/jeremic/tex/works/Thesis/KonstantinosKarapiperis/Soil_Uncertainty_Report_Pdf_Cdf_Figures/LabPhiCdf.pdf}
\includegraphics[width=2.0truecm]{/home/jeremic/tex/works/Thesis/KonstantinosKarapiperis/Soil_Uncertainty_Report_Pdf_Cdf_Figures/LabSuPdf.pdf}
\includegraphics[width=2.0truecm]{/home/jeremic/tex/works/Thesis/KonstantinosKarapiperis/Soil_Uncertainty_Report_Pdf_Cdf_Figures/LabSuCdf.pdf}
\\
\vspace*{-3mm}
\hspace*{-2.5cm} \mbox{\tiny Lab $\phi$} \hspace*{3.5cm} \mbox{\tiny Lab $c_u$}
\end{center}
\end{figure}                                                          

\end{frame}


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% 
% 












 
















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\section{Real ESSI Modeling and Simulation}





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\subsection*{Modeling and Simulation Issues}

%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
\begin{frame}
\frametitle{Real ESSI Modeling and Simulation Issues}


\begin{itemize}


\item   Seismic   Motions:  6D,  inclined,  body  and  surface    seismic  waves
(translations, rotations); Incoherency

\vspace*{2mm}
\item    Inelastic    material:    soil,   rock,   concrete,   steel;   Contacts,
foundation--soil, dry, saturated slip--gap; Nonlinear buoyant forces; Isolators,
Dissipators


\vspace*{2mm}
    \item Uncertain material and loading (above)

\vspace*{2mm}
     \item Verification and Validation  $\Rightarrow$  Predictions


\vspace*{2mm}
    \item High Fidelity Models $\Rightarrow$ High Performance Computing


\vspace*{2mm}
     \item Education 




\end{itemize}

\end{frame}

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\begin{frame}
\frametitle{6D Seismic Motions and ESSI}



 

   
\begin{center}     
\movie[label=show3,width=3.5cm,poster,autostart,showcontrols,loop] 
  {\includegraphics[width=35mm]{BJicon.png}}{movie_input.mp4}
%
\movie[label=show3,width=3.5cm,poster,autostart,showcontrols,loop] 
  {\includegraphics[width=35mm]{BJicon.png}}{movie.mp4}
%
\movie[label=show3,width=3.5cm,poster,autostart,showcontrols,loop] 
  {\includegraphics[width=35mm]{BJicon.png}}
%{\href{http://sokocalo.engr.ucdavis.edu/~jeremic/lecture_notes_online_material/_Chapter_Applications_Earthquake_Soil_Structure_Interaction_General_Aspects//ESSI_VisIt_movies_Jose_01AApr2015/movie_npp.mp4}}
  {movie_npp.mp4}
\end{center}     




\hspace*{0.1cm}   
\href{http://sokocalo.engr.ucdavis.edu/~jeremic/lecture_notes_online_material/_Chapter_Applications_Earthquake_Soil_Structure_Interaction_General_Aspects/ESSI_VisIt_movies_Jose_01AApr2015/movie_input.mp4}
%  \href{./homo_50m-mesh_45degree_Ormsby.mp4}
  {\tiny large scale seismic field}
%
\hspace*{1.0cm}   
  \href{http://sokocalo.engr.ucdavis.edu/~jeremic/lecture_notes_online_material/_Chapter_Applications_Earthquake_Soil_Structure_Interaction_General_Aspects//ESSI_VisIt_movies_Jose_01AApr2015/movie.mp4}
%  \href{./homo_50m-mesh_45degree_Ormsby.mp4}
  {\tiny Free Field at location}
%
\hspace*{1.5cm}   
  \href{http://sokocalo.engr.ucdavis.edu/~jeremic/lecture_notes_online_material/_Chapter_Applications_Earthquake_Soil_Structure_Interaction_General_Aspects//ESSI_VisIt_movies_Jose_01AApr2015/movie_npp.mp4}
%  \href{./homo_50m-mesh_45degree_Ormsby.mp4}
  {\tiny ESSI for an NPP}


 
 \end{frame}
 
 


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%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
\begin{frame}
\frametitle{Inelastic Contact, Base Slip and Gap}

\vspace*{-1.3cm}
\begin{figure}[!h]
\begin{center}
\includegraphics[width=1.80cm]{/home/jeremic/tex/works/Conferences/2011/NRC_LBNL_Review_Panel_Sept2011/2D_faul_slip_model_top_200m.pdf}
\hspace*{0.2cm}
\includegraphics[width=3.0cm]{/home/jeremic/tex/works/Thesis/NimaTafazzoli/FreeFieldInclinedMotionModels/FaultSlip_Ormsby/figs/surface_200m/middle_acceleration_x.pdf}
\hspace*{-0.5cm}
\includegraphics[width=3.0cm]{/home/jeremic/tex/works/Thesis/NimaTafazzoli/FreeFieldInclinedMotionModels/FaultSlip_Ormsby/figs/surface_200m/middle_acceleration_z.pdf}
\includegraphics[width=3.5cm]{/home/jeremic/tex/works/Conferences/2011/NRC_LBNL_Review_Panel_Feb2011/Case_study_model/visit0002.jpeg}
\end{center}
\end{figure}




\vspace*{-0.3cm}
\begin{figure}[!H]
\begin{center}
%\hline 
\includegraphics[width=2.0truecm]{/home/jeremic/tex/works/Thesis/NimaTafazzoli/SSI_Contact_Element_01_13/figs/91_97/top_structure_x_acceleration.pdf}
\hfill
\includegraphics[width=2.0truecm]{/home/jeremic/tex/works/Thesis/NimaTafazzoli/SSI_Contact_Element_01_13/figs/91_97/top_structure_z_acceleration.pdf}
\hfill
\includegraphics[width=2.0truecm]{/home/jeremic/tex/works/Thesis/NimaTafazzoli/SSI_Contact_Element_01_13/figs/91_97/bottom_structure_x_acceleration.pdf}
\hfill
\includegraphics[width=2.0truecm]{/home/jeremic/tex/works/Thesis/NimaTafazzoli/SSI_Contact_Element_01_13/figs/91_97/bottom_structure_z_acceleration.pdf}
\end{center}
\end{figure}
%
\vspace*{-0.6cm}
\hspace*{3mm}
{\tiny top X}   
\hspace*{23mm}
{\tiny top Z}   
\hspace*{23mm}
{\tiny bottom X}
\hspace*{23mm}
{\tiny bottom Z}



\vspace*{1mm}
\begin{tiny}
\begin{figure}[H]
\begin{flushleft}
%\hspace*{-1cm}
\begin{tabular}{cccc} 
%\hline 
{\tiny $4.5s$}
&
{\tiny $4.6s$}
&             
{\tiny $4.7s$}
&             
{\tiny $4.8s$}
\\            
\includegraphics[width=1.3truecm]{/home/jeremic/tex/works/Thesis/NimaTafazzoli/SSI_Contact_Element_01_13/figs/Gap_Slide_Magnitude_91_9pieces/slide450.pdf}
&
\includegraphics[width=1.3truecm]{/home/jeremic/tex/works/Thesis/NimaTafazzoli/SSI_Contact_Element_01_13/figs/Gap_Slide_Magnitude_91_9pieces/slide460.pdf}
&
\includegraphics[width=1.3truecm]{/home/jeremic/tex/works/Thesis/NimaTafazzoli/SSI_Contact_Element_01_13/figs/Gap_Slide_Magnitude_91_9pieces/slide470.pdf}
&
\includegraphics[width=1.3truecm]{/home/jeremic/tex/works/Thesis/NimaTafazzoli/SSI_Contact_Element_01_13/figs/Gap_Slide_Magnitude_91_9pieces/slide480.pdf}
\\
{\tiny $4.9s$}
&             
{\tiny $5.0s$}
&             
{\tiny $5.1s$}
&             
{\tiny $5.2s$}
\\            
\includegraphics[width=1.3truecm]{/home/jeremic/tex/works/Thesis/NimaTafazzoli/SSI_Contact_Element_01_13/figs/Gap_Slide_Magnitude_91_9pieces/slide490.pdf}
&
\includegraphics[width=1.3truecm]{/home/jeremic/tex/works/Thesis/NimaTafazzoli/SSI_Contact_Element_01_13/figs/Gap_Slide_Magnitude_91_9pieces/slide500.pdf}
&
\includegraphics[width=1.3truecm]{/home/jeremic/tex/works/Thesis/NimaTafazzoli/SSI_Contact_Element_01_13/figs/Gap_Slide_Magnitude_91_9pieces/slide510.pdf}
&
\includegraphics[width=1.3truecm]{/home/jeremic/tex/works/Thesis/NimaTafazzoli/SSI_Contact_Element_01_13/figs/Gap_Slide_Magnitude_91_9pieces/slide520.pdf}
%\\
%
%\hline
\end{tabular}
%\caption{Distribution of sliding along the contact interface for Ricker wave
%(gray scale given in meters)}
\label{fig:3d_ricker1000_slide_9}
\end{flushleft}
\end{figure}
\end{tiny}

\vspace*{-3cm}
\hspace*{-1cm}
\begin{figure}[!H]
\begin{flushright}
%\hspace*{-1cm}
\includegraphics[width=3cm]{/home/jeremic/tex/works/Thesis/NimaTafazzoli/SSI_Contact_Element_01_13/figs/energy_sliding_92/energy_time.pdf}
%\hspace*{-1cm}
\end{flushright}
\end{figure}



\end{frame}


% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
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\begin{frame}
% \frametitle{No Volume Change, Compressive and Dilative Soil}
 \frametitle{1D Wave (?!), No Volume Change and Dilative Soil}

 
\vspace*{5mm}
 
 \begin{itemize}


   \item Lack of soil volume change data for \\
         regular $G/G_{max}$ and damping testing

   \item Significant influence on \\
         Seismic motion propagation


 \end{itemize}

\vspace*{-20mm}
\begin{figure}[!h]
\begin{flushright}
\hspace*{-1cm}
  \includegraphics[width=3.3cm]{/home/jeremic/tex/works/Thesis/FedericoPisano/Pisano_model/Issue_of_dilatancy/sine1Hz-4.pdf}
%\hspace*{-0.3cm}
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\end{flushright}
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\begin{frame}
 \frametitle{Uncertain Inelastic Wave Propagation}

\vspace*{6mm}

\begin{itemize}
    \item Probabilistic Elasto-Plasticity 
    \vspace*{3mm}
    \item Stochastic Elastic-Plastic \\
          Finite Element Method 

\end{itemize}

\vspace*{-2.50cm}
\begin{figure}[!hbpt]
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\includegraphics[width=55mm]{/home/jeremic/tex/works/Papers/2007/ProbabilisticYielding/figures/vonMises_G_and_cu_very_uncertain/Contour_PDF-edited.pdf}
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\begin{center}
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\includegraphics[width=35mm]{/home/jeremic/tex/works/Conferences/2009/UNION-Univ-BGD/Present/NewPlots/with_legends_and_labels/Exceedance50cm_LomaPrieta-Edited_ps.pdf}
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\section{Challenges}


\subsection*{Challenges}


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\begin{frame}
  \frametitle{Challenges}
  
  \begin{itemize}



  \item    Most    technical  challenges are actively worked on (US-NRC, US-NSF,
  US-DOE,  CNSC  projects)  and  results  are  already  available  (6D  motions,
  inelasticity, uncertainty, verification, validation, \&c.)

\vspace*{3mm}
  \item Validation needs more work (new US-DOE project!)
   
\vspace*{3mm}
  \item Change state of practice

\vspace*{3mm}
  \item Change state of research
   

\vspace*{3mm}
  \item Education  (designers, regulators, owners, \&c.) is essential
  
  
\end{itemize}


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\begin{frame}
  \frametitle{Acknowledgement}
  
  \begin{itemize}


%  \item  High fidelity
%  modeling and simulations for performance assessment of infrastructure systems


\vspace*{0.1cm}
  \item  Funding from and collaboration with the US-NRC, US-DOE, US-NSF,   CNSC,
  AREVA NP GmbH, and Shimizu Corp. is greatly appreciated,
  
\vspace*{0.4cm}
  \item  Collaborators:      
  Dr.    Budnitz    (LBNL), 
  Mr. Orbovi{\'c} (CNSC), 
  Prof. Pisan{\`o} (TU Delft),
  Prof.  Sett  (UB), 
  Mr. Watanabe (Shimizu) 
  and 
  UCD students: 
  Mr. Abell, 
  Mr. Karapiperis, 
  Mr. Feng, 
  Mr. Sinha, 
  Mr. Luo

  
\end{itemize}


\end{frame}




\end{document}

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