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% %% Jose Antonio Abell Mena provided this for DSL descriptions
% % (used in a file _Chapter_SoftwareHardware_Domain_Specific_Language_English.tex
% % This is added for listing FEI DSL
% %   since   he   customized   it,   it   needs   to   be   changed   (linked  to
% % /usr/share/texmf/tex/latex/misc)
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% \input{essi_listings_options.tex}

      
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% for inclusion of other PDF pages, in this case Frank's presentation
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% \fi
% %*****************************************


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%  \usetheme{Singapore} % ima sadrzaj i tackice gore
%  \usetheme{Antibes}  % ima sadrzaj gore i kao graf ...
%  \usetheme{Berkeley} % ima sadrzaj desno
%  \usetheme{Berlin} % ima sadrzaj gore i tackice
%  \usetheme{Goettingen} % ima sadrzxaj za desne strane
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%      Site Specific Dynamics of Structures: 
%From Seismic Source to 
%the Safety of Occupants and Content


\title[3D vs 1D vs 3x1D Ground Motions and the ESSI]
      {3D vs 1D vs 3x1D Ground Motions and the Earthquake Soil Structure Interaction}


%\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}}
{Abell, Feng, Sinha, Orbovi{\'c}, McCallen, Jeremi{\'c}}

%\institute[Computational Geomechanics Group \hspace*{0.3truecm}
\institute[\pgfuseimage{university-logo}\hspace*{0.1truecm}\pgfuseimage{lbnl-logo}] % (optional, but mostly needed)
%{ Professor, University of California, Davis\\
{UCD, LBNL, CNSC}
% - 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 SMiRT24\\
        Busan, Republic of Korea}

\subject{}
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% Structuring a talk is a difficult task and the following structure
% may not be suitable. Here are some rules that apply for this
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% - At *most* three subsections per section.
% - Talk about 30s to 2min per frame. So there should be between about
%   15 and 30 frames, all told.

% - A conference audience is likely to know very little of what you
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\section{Introduction}




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\subsection*{Motivation}



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\begin{frame}
 \frametitle{Motivation}

\begin{itemize}



%\vspace*{0.3cm}
  \item  Improve  seismic  modeling  and  simulation  for  infrastructure objects
 

% \vspace*{2mm}
%  \item[]  Expert numerical modeling and simulation tool

\vspace*{1mm}
  \item  Use of high fidelity numerical models to analyze seismic behavior
  of soil structure nuclear facilities system


%\vspace*{2mm}
\vspace*{1mm}
  \item  Reduction  of modeling uncertainty, ability to perform high(er) level
  of sophistication modeling and simulation


%\vspace*{2mm}
\vspace*{1mm}
  \item  Accurately   follow  the  flow   of  seismic  energy  in  a
  soil structure system


%\vspace*{2mm}
\vspace*{1mm}
  \item What seismic motions to use (3D, or 3$\times$1D or 1D)?  



% \vspace*{1mm}
%   \item[]   The  goal is to create methodology and numerical tool that is used to 
%   predict and inform and not to fit
% 


%\vspace*{1mm}
%  \item[]   Directing,   in   space   and   time,   seismic  energy  flow  in  the
%  soil structure system



\end{itemize}
\end{frame}
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\section{Seismic Ground Motions}

\subsection*{Observations}


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\begin{frame}
\frametitle{Earthquake Ground Motions}



   \begin{itemize}
     \item Body, P and S waves
\vspace*{1mm}
     \item Surface waves (Rayleigh waves, Love waves, etc.)
\vspace*{1mm}
     \item Inclined waves
\vspace*{1mm}
     \item 3D/6D waves
%     \item Earthquake energy  dissipation

   \end{itemize}



%\vspace*{0.5cm}
%\item What are the  effects of these earthquake ground motion features on structures


%
%\end{itemize}
%



\end{frame}


% \subsection*{Fundamentals}
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% \begin{frame}
% \frametitle{Recent Japanese Earthquake as an Examples (ACC)}
% 
% 
% \vspace*{-2cm}
% \begin{figure}[!h]
% \begin{center}
% {\includegraphics[width=7.0cm]{/home/jeremic/tex/works/Conferences/2011/NRC_Staff_Capacity_Building_25May2011/EW_acc4.jpg}}
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% \frametitle{Recent Japanese Earthquake as an Examples (DSP)}
% 
% 
% \vspace*{-2cm}
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% {\includegraphics[width=7.0cm]{/home/jeremic/tex/works/Conferences/2011/NRC_Staff_Capacity_Building_25May2011/EW_dsp4.jpg}}
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% \begin{frame}
% \frametitle{3D Motions}
% 
% 
% \vspace*{-2cm}
% \begin{figure}[!h]
% \begin{center}
% {\includegraphics[width=3.0cm]{/home/jeremic/tex/works/Conferences/2011/NRC_Staff_Capacity_Building_25May2011/Tohoku_1Hz-11-locations.jpg}}
% {\includegraphics[width=6.0cm]{/home/jeremic/tex/works/Conferences/2011/NRC_Staff_Capacity_Building_25May2011/Tohoku_1Hz-21.jpg}}
% \end{center}
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% 
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% \end{frame}
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% \begin{frame}
% \frametitle{ERI, Tokyo Motions}
% 
% 
% \vspace*{-2cm}
% \begin{figure}[!h]
% \begin{center}
% {\includegraphics[width=6.0cm]{/home/jeremic/tex/works/Conferences/2011/NRC_Staff_Capacity_Building_25May2011/ERI_waveformDisp.jpg}}
% \end{center}
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% 
% 
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% \end{frame}
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\begin{frame}
  \frametitle{3D (6D) Seismic Motions}

\vspace*{2mm}

\begin{itemize}

   \item  All (most) measured motions are full 3D (6D)

   \item  One example of an almost 2D motion (LSST07, LSST12)
\vspace*{-5mm}


\begin{figure}[!hbpt]
\begin{center}
%
\hspace*{-8mm}
\includegraphics[width=5.5truecm]{/home/jeremic/tex/works/lecture_notes_SOKOCALO/Figure-files/_Chapter_Applications_Earthquake_Soil_Structure_Interaction_General_Aspects/Lotung_LSST07_FA25.jpeg}
\includegraphics[width=5.5truecm]{/home/jeremic/tex/works/lecture_notes_SOKOCALO/Figure-files/_Chapter_Applications_Earthquake_Soil_Structure_Interaction_General_Aspects/Lotung_LSST12_FA25.jpeg}
%
\end{center}
\end{figure}
   


   \item  1D (?): M 6.9 San Pablo, Guatemala EQ, 14Jun2017

\end{itemize}


\end{frame}





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%  \section{Real Earthquake Ground Motions}
%  
%  
%  
%  \subsection{3D, Inclined, body and Surface Waves}
%  
%  %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%  
%  %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%  \begin{frame}
%  \frametitle{Earthquake Ground Motions}
%  
%  
%     \begin{itemize}
%       \item Body, P and S waves
%       \item Surface, Rayleigh and Love waves
%       \item Inclined waves
%       \item 3D waves


%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
\begin{frame}
\frametitle{Stress Testing SSI Systems}



\begin{itemize}

\item Excite SSI system with a suite of  seismic motions

%\vspace*{2mm}
  \item  Simple  sources, variation in strike and dip, 
  P and S waves,  surface waves (Rayleigh, Love, etc.)

%\vspace*{2mm}
  \item Stress test soil-structure system 
%  system
%   for a variety of body and surface waves/motions   


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


%\vspace*{3mm}
%\item 

\end{itemize}

\vspace*{-2mm}
\begin{figure}[!htb]
\begin{center}
\includegraphics[width=6.5cm]{/home/jeremic/tex/works/Conferences/2015/CNSC_July/Present/Stress_test_NPP_idea.jpg}
\hspace*{-5mm}
\end{center}
\end{figure}



\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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\begin{frame}
  \frametitle{Layered and Dyke/Sill Models}


\vspace*{5mm}

\begin{itemize}

%   \item Uniform soil/rock, to show surface waves
   
\vspace*{1mm}
   \item  (a)  Horizontal layers
   \item  (b)  Dyke/Sill  intrusion  
\vspace*{-12mm}
\begin{figure}[!hbpt]
\begin{flushright}
%
\includegraphics[width=5.0truecm]{/home/jeremic/tex/works/Thesis/JoseAntonioAbellMena/Dyke_results/models.png}
%
\end{flushright}
\end{figure}
%\vspace*{10mm}



   \item Source locations matrix (point sources)
   
   \item Source strike and dip variation 
      
   \item Magnitude variations

   \item Range of frequencies

\end{itemize}

%\vspace*{-5mm}


\begin{figure}[!hbpt]
\begin{center}
%
%\hspace*{-5mm}
\includegraphics[width=8.0truecm]{/home/jeremic/tex/works/Thesis/JoseAntonioAbellMena/Dyke_results/geom.png}
%
\end{center}
\end{figure}


\end{frame}



%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%

\begin{frame}
  \frametitle{Layered System, Displacement Traces}


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

   \item Epicenter is  $2500$m away from the location of interest

   \item Source depth $850$m (left) and  $2500$m  (right)
   
   \item Different wave propagation path to the point of interest
   
   \item Surface waves quite pronounced 

%   \item Surface waves present 
   \item Layered geology did not filter out surface waves 
%   \item Mildly incoherent motions
   
\end{itemize}

\vspace*{-7mm}

\begin{figure}[!hbpt]
\begin{center}
%
\hspace*{-5mm}
\includegraphics[width=5.8truecm]{/home/jeremic/tex/works/Thesis/JoseAntonioAbellMena/Dyke_results/dyke_no/cut_output_z850_dip45_gauss.png}
\includegraphics[width=5.8truecm]{/home/jeremic/tex/works/Thesis/JoseAntonioAbellMena/Dyke_results/dyke_no/cut_output_z2500_dip45_gauss.png}
%\hspace*{-4mm}
%
\end{center}
\end{figure}

\end{frame}

                  


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\begin{frame}
\frametitle{Layered System, Variable Source Depth}

%   
% \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}
%   {\includegraphics[width=50mm]{movie_ff_3d_mp4_icon.jpeg}}
% %
% \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}
%   {\includegraphics[width=50mm]{movie_ff_1d_mp4_icon.jpeg}}
% \end{center}
% 

% local
% local
% local
% local %\vspace*{-2mm}
% local \begin{center}
% local \hspace*{-15mm}
% local %
% local \movie[label=show3,width=6.0cm,poster,autostart,showcontrols]
% local   {\includegraphics[width=50mm]{BJicon.png}}{/home/jeremic/tex/works/Thesis/JoseAntonioAbellMena/Dyke_results/movie01.mp4}
% local %
% local \movie[label=show3,width=6.0cm,poster,autostart,showcontrols]
% local   {\includegraphics[width=50mm]{BJicon.png}}{/home/jeremic/tex/works/Thesis/JoseAntonioAbellMena/Dyke_results/movie04.mp4}
% local \hspace*{-15mm}
% local %
% local \end{center}
% local 
% local 
% local 


% online
% online
% online 
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\frametitle{3D or 1D or 3$\times$1D Seismic Motions}


\begin{itemize}


\item Assume that a full 3D motions are recorded/available

\item Assume that ESSI is performed using 
  \begin{itemize}
  
    \item 3D
    
    \item 3$\times$1D

    \item 1D

  \end{itemize}


\item For 1D and 3$\times$1D, develop a vertically propagating S and P waves in 1D

\item  Apply  such  vertically propagating waves 

\end{itemize}

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 \frametitle{Development of Realistic Motions}

\begin{itemize}

  \item Free field seismic motion models 
  
  \item Sources will send both P and S waves

\end{itemize}



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\begin{itemize}
   
   \item in 1D (or 3$\times$1D), seismic energy delivered at once

   \item Incoherent motions (wave passage effects)


\end{itemize}


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 \frametitle{When to  use  3D and/or 3$\times$1D}


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 \frametitle{NPP Model}


\begin{figure}[!hbpt]
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 \frametitle{Acc. 3D vs 3$\times$1D}


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\end{figure}
   

 

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 \frametitle{FFT, 3D vs 3$\times$1D}


\begin{figure}[!hbpt]
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\end{center}
\end{figure}
   


\begin{itemize}

 \item  Difference  in  horizontal  response,  for  3$\times$1D  all  the energy
 delivered at once, NPP oscillates

 \item Vertical similar for all long waves

\end{itemize}
 

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\section{Summary}

\subsection*{Summary}


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%   \frametitle{US-DOE Project for ESSI of Nuclear Facilities}
% 
% %OVDE
%   \begin{itemize}
% 
%     \item[]  The Real ESSI Simulator (inelastic, deterministic and probabilistic, time domain, 3D FEM)
% %     \href{http://real-essi.us}{http://real-essi.us} 
%     
% %    \vspace*{2mm}
%     \item[]  Modeling from seismic source to NPP (SW4, Real ESSI)
% 
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%     \item[] Extensive Verification (NQA-1, ISO), and Validation
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  \frametitle{Summary}

%OVDE
  \begin{itemize}

    \item Use of full 3D motions is important
    \item Use of 3$\times$1D motions is possible for low frequencies
    
    
    \item    The    Real      ESSI    Simulator    system used for all the model
    development, modeling/simulations and post-processing
    
    \item  The    Real        ESSI        Simulator    system documentation  and
    information    about    different    availability/use    options    is    at
    \href{http://real-essi.info}{http://real-essi.info}
 


%\vspace*{1mm}
    \item  Nonlinear/Inelastic Earthquake Soil Structure Interaction (ESSI)
             short course offered this fall in San Francisco, more info at 
             \href{http://real-essi.info}{http://real-essi.info}

%\vspace*{1mm}
  \item  Funding  from  and  collaboration  with  the US-DOE, US-NRC, US-NSF, 
  CNSC-CCSN, UN-IAEA, and Shimizu Corp. is greatly appreciated,




\end{itemize}



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