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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)
% %\usepackage{myListings}
% \input{essi_listings_options.tex}




 
\usepackage{threeparttable}

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\usepackage{multimedia}

% for inclusion of other PDF pages, in this case Frank's presentation
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%from http://mailman.mit.edu/pipermail/macpartners/2005-January/000780.html
%
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% \fi
% %*****************************************


%% ovo je za cirilicu
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%  \usetheme{Marburg} % ima naslov i sadrzaj sa desne strane
%  \usetheme{Hannover} % ima naslov i sadrzaj sa leve strane
%  \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
%  \usetheme{Montpellier} % ima graf sadrzaj gore
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%  \usecolortheme{beetle} % siva pozadina (vrh plav)
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%%%%%%%
%  \usecolortheme{BorisJeremic}
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\usepackage{amsmath}
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%%%%  HYPERREF  HYPERREF  HYPERREF  HYPERREF  HYPERREF
%%%%  HYPERREF  HYPERREF  HYPERREF  HYPERREF  HYPERREF
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%             colorlinks=true,
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%             citecolor=webblue,
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%             linktocpage,
%             pdftex]{hyperref}


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% Or whatever. Note that the encoding and the font should match. If T1
% does not look nice, try deleting the line with the fontenc.



%      Site Specific Dynamics of Structures: 
%From Seismic Source to 
%the Safety of Occupants and Content


\title[Real-ESSI]
        { Stress Test Seismic Motions \\
          for Nuclear Installations}


%\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.
% - Use the \inst{?} command only if the authors have different
%   affiliation.
\pgfdeclareimage[height=0.2cm]{university-logo}{/home/jeremic/BG/amblemi/ucdavis_logo_blue_sm}
\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}}
{Hexiang Wang, Yuang Feng, Han Yang, Fangbo Wang, \\
\vspace*{2mm}
Boris 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\\
{ 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 SMiRT25\\
         Charlotte, NC, USA, August 2019}

\subject{}
% This is only inserted into the PDF information catalog. Can be left
% out.



% If you have a file called "university-logo-filename.xxx", where xxx
% is a graphic format that can be processed by latex or pdflatex,
% resp., then you can add a logo as follows:

%\pgfdeclareimage[height=0.2cm]{university-logo}{/home/jeremic/BG/amblemi/ucdavis_logo_gold_lrg}
%\logo{\pgfuseimage{university-logo}}

% \pgfdeclareimage[height=0.5cm]{university-logo}{university-logo-filename}
% \logo{\pgfuseimage{university-logo}}




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% You might wish to add the option [pausesections]
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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
% solution:

% - Exactly two or three sections (other than the summary).
% - 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
%   are going to talk about. So *simplify*!
% - In a 20min talk, getting the main ideas across is hard
%   enough. Leave out details, even if it means being less precise than
%   you think necessary.
% - If you omit details that are vital to the proof/implementation,
%   just say so once. Everybody will be happy with that.



%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
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\section{Introduction}




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\subsection{\ }



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

\begin{itemize}



 

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

% \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*{4mm}
  \item[]  Control and reduce  modeling uncertainty

%\vspace*{1mm}
%  \item[]  Choice of analysis level of sophistication


\vspace*{4mm}
  \item[] Goal: Predict and Inform rather than fit
% 
% \vspace*{2mm}
%   \item[] Engineer needs to know!
% 


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

\vspace*{4mm}
  \item[]  System  for modeling and simulation of
  Earthquakes,   Soils,  Structures    and    their    Interaction:\\
 \vspace*{2mm}
   Real-ESSI Simulator, 
% %  \hspace*{25mm} 
     { \bf \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}
\end{frame}
%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
  







                       

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\begin{frame}
 \frametitle{Prediction under Uncertainty}


\begin{itemize}




%\vspace*{1mm}
  \item    \underline{Modeling Uncertainty}, Simplifying assumptions
    \begin{itemize}

\vspace*{2mm}
      \item[] Low, medium, high  sophistication modeling and simulation


\vspace*{2mm}
      \item[] Choice of sophistication level for confidence in  results

    \end{itemize}

%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
\vspace*{4mm}
  \item   \underline{Parametric    Uncertainty},  ${M}  \ddot{u_i}  +  {C}  \dot{u_i} + {K}^{ep} {u_i} = {F(t)}$,

  \begin{itemize}

\vspace*{2mm}
    \item[] Uncertain mass $M$, viscous damping  $C$ and stiffness $K^{ep}$


\vspace*{2mm}
    \item[] Propagation  of uncertainty in  loads, $F(t)$


\vspace*{2mm}
    \item[] Results are PDFs   and   CDFs  for  $\sigma_{ij}$,  $\epsilon_{ij}$,  $u_i$,  $\dot{u}_i$,  $\ddot{u}_i$

  \end{itemize}




\end{itemize}



% 
% 
% %Le doute n'est pas un {\'e}tat bien agr{\'e}able,\\ 
%        mais l'assurance est un {\'e}tat ridicule.  (Fran{\c c}ois-Marie Arouet, Voltaire)



\end{frame}
%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%

%- 
%- %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%- \begin{frame}
%-  \frametitle{Modeling Uncertainty}
%- 
%- \begin{itemize}
%- 
%- 
%- 
%-   \item[-]  Important (?!)  features are simplified, 1C vs 3C, inelasticity
%- 
%- %\vspace*{4mm}
%- %     \item   Unrealistic   and   unnecessary  modeling simplifications
%- 
%- \vspace*{1mm}
%-      \item[-]  Modeling  simplifications   are  justifiable  if  one  or  two 
%-      level higher sophistication model demonstrates that features being
%-      simplified out are not important
%- 
%- 
%- 
%- \end{itemize}
%- 
%- 
%- % local
%- %\vspace*{-2mm}
%- \begin{center}
%- \hspace*{-7mm}
%- %\movie[label=show3,width=8.8cm,poster,autostart,showcontrols]
%- \movie[label=show3,width=5.5cm,poster,autostart, showcontrols]
%-   {\includegraphics[width=50mm]
%-   {/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}
%- %
%- %\hfill
%- \hspace*{-5mm}
%- %
%- \movie[label=show3,width=6.0cm,poster,autostart,showcontrols]
%-   {\includegraphics[width=50mm]
%-   {/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}
%- \hspace*{-7mm}
%- %\end{flushleft}
%- %%
%- \end{center}
%- % local
%- 
%- % % \vspace*{-5mm}
%- % \begin{center}
%- % %\begin{flushleft}
%- % % \hspace*{-15mm}
%- % \movie[label=show3,width=5cm,poster,autostart,showcontrols]
%- % {\includegraphics[width=5cm]
%- % {/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{flushleft}
%- % %%
%- % \hfill
%- % %%
%- % %\begin{flushright}
%- % % \hspace*{-15mm}
%- % \movie[label=show3,width=5cm,poster,autostart,showcontrols]
%- % {\includegraphics[width=5cm]
%- % {/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{flushright}
%- % \end{center}
%- %  
%- 
%- 
%- 
%- \end{frame}
%- 
%- 
%- 
%- 
%-       
%- %OVDE
%- 
%- % %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%- % %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%- % %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%- % \begin{frame}
%- %  \frametitle{Modeling Uncertainty, 6C vs 1C Motions}
%- % 
%- %      
%- % % 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
%- % %  \vspace*{-2mm}
%- % %  \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
%- % 
%- % 
%- % 
%- % 
%- % 
%- % \end{frame}
%- % 
%- 
%- 
%- 
%- 

%- %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%- \begin{frame}
%- \frametitle{Parametric Uncertainty: Soil Stiffness and Strength}
%- 
%- 
%- \vspace*{2mm}
%- %\vspace*{-3mm}
%- \begin{figure}[!hbpt]
%- \begin{center}
%- %
%- \hspace*{-7mm}
%- \includegraphics[width=5.5truecm]{/home/jeremic/tex/works/Papers/2008/JGGE-GoverGmax/figures/YoungModulus_RawData_and_MeanTrend_01-Ed.pdf}
%- \hspace*{-3mm}
%- % \hfill
%- \includegraphics[width=3.0truecm]{/home/jeremic/tex/works/Papers/2008/JGGE-GoverGmax/figures/YoungModulus_Histogram_Normal_01-Ed.pdf}
%- %
%- \end{center}
%- \end{figure}
%- 
%- \vspace*{-5mm}
%- \begin{figure}[!hbpt]
%- \begin{center}
%- %
%- \hspace*{-7mm}
%- \includegraphics[width=5.00truecm]{/home/jeremic/tex/works/Papers/2008/JGGE-GoverGmax/figures/ShearStrength_RawData_and_MeanTrend-Mod.pdf}
%- \hspace*{-3mm}
%- % \hfill
%- \includegraphics[width=3.0truecm]{/home/jeremic/tex/works/Papers/2008/JGGE-GoverGmax/figures/ShearStrength_Histogram_PearsonIV-FineTuned-Mod.pdf}
%- %
%- \end{center}
%- \end{figure}
%- 
%- %\vspace*{-5mm}
%- %\vspace*{-1.8cm}
%- %\hspace*{-3.3cm}
%- \begin{flushright}
%- {\tiny
%- (cf. Phoon and Kulhawy (1999B))\\
%- ~}
%- \end{flushright}
%- %
%- 
%- 
%- \end{frame}
%- 
%- % %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%- % \begin{frame}
%- % \frametitle{Parametric Uncertainty: Material Properties}
%- % 
%- %           
%- % 
%- % \vspace*{5mm}
%- % \begin{figure}[!hbpt]
%- % \begin{center}
%- % % %
%- % \hspace*{-3mm}
%- % \includegraphics[width=2.5truecm]{/home/jeremic/tex/works/Thesis/KonstantinosKarapiperis/Soil_Uncertainty_Report_Pdf_Cdf_Figures/FieldPhiPdf.pdf}
%- % \hspace*{-3mm}
%- % \includegraphics[width=2.5truecm]{/home/jeremic/tex/works/Thesis/KonstantinosKarapiperis/Soil_Uncertainty_Report_Pdf_Cdf_Figures/FieldPhiCdf.pdf}
%- % \hspace*{3mm}
%- % \includegraphics[width=2.5truecm]{/home/jeremic/tex/works/Thesis/KonstantinosKarapiperis/Soil_Uncertainty_Report_Pdf_Cdf_Figures/FieldSuPdf.pdf}
%- % \hspace*{-3mm}
%- % \includegraphics[width=2.5truecm]{/home/jeremic/tex/works/Thesis/KonstantinosKarapiperis/Soil_Uncertainty_Report_Pdf_Cdf_Figures/FieldSuCdf.pdf}
%- % \\
%- % %\vspace*{-2mm}
%- % \hspace*{-2.5cm} \mbox{\tiny Field $\phi$} \hspace*{3.5cm} \mbox{\tiny Field $c_u$}
%- % \\
%- % \vspace*{10mm}
%- % \hspace*{-3mm}
%- % \includegraphics[width=2.5truecm]{/home/jeremic/tex/works/Thesis/KonstantinosKarapiperis/Soil_Uncertainty_Report_Pdf_Cdf_Figures/LabPhiPdf.pdf}
%- % \hspace*{-3mm}
%- % \includegraphics[width=2.5truecm]{/home/jeremic/tex/works/Thesis/KonstantinosKarapiperis/Soil_Uncertainty_Report_Pdf_Cdf_Figures/LabPhiCdf.pdf}
%- % \hspace*{3mm}
%- % \includegraphics[width=2.5truecm]{/home/jeremic/tex/works/Thesis/KonstantinosKarapiperis/Soil_Uncertainty_Report_Pdf_Cdf_Figures/LabSuPdf.pdf}
%- % \hspace*{-3mm}
%- % \includegraphics[width=2.5truecm]{/home/jeremic/tex/works/Thesis/KonstantinosKarapiperis/Soil_Uncertainty_Report_Pdf_Cdf_Figures/LabSuCdf.pdf}
%- % \\
%- % %\vspace*{-8mm}
%- % \hspace*{-2.5cm} \mbox{\tiny Lab $\phi$} \hspace*{3.5cm} \mbox{\tiny Lab $c_u$}
%- % \end{center}
%- % \end{figure}
%- % 
%- % 
%- % 
%- % \end{frame}
%- % 
%- 
%- 
%- %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%- \begin{frame}
%-  \frametitle{ESSI: Energy Input and Dissipation}
%- 
%- \begin{itemize}
%- 
%- \vspace*{1mm}
%-      \item[] Energy input, dynamic forcing
%- 
%- 
%- \vspace*{4mm}
%-      \item[] Energy dissipation outside SSI domain:
%-        \begin{itemize}
%-          \item[] SSI system oscillation radiation
%-          \item[] Reflected wave radiation
%-        \end{itemize}
%- 
%- 
%- \vspace*{1mm}
%-      \item[] Energy dissipation/conversion inside SSI domain:
%-        \begin{itemize}
%-          \item[] Inelasticity of soil, contact/interface zone, structure, foundation, dissipators
%-          \item[] Viscous coupling with pore fluids, and external fluids
%- % %         \item[] potential and kinetic energy
%- %          \item[] potential $\leftarrow \! \! \! \! \! \! \rightarrow$ kinetic energy
%-        \end{itemize}                           
%- 
%- 
%- 
%- \vspace*{1mm}
%- %   \item[] Numerical energy dissipation (numerical damping/production and period  errors)
%- %   \item[] Numerical energy dissipation (damping/production)
%-    \item[] Numerical, algorithmic energy dissipation/production
%- 
%- 
%- \end{itemize}
%- 
%- %
%- \end{frame}
%- %  %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%- 










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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.  Simulator  is  a  software,  hardware  and
%- documentation   system   for   time  domain,
%- linear  and  nonlinear,  inelastic,  deterministic  or probabilistic, 3D, finite
%- element 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 system 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}
%- 
%- 
%- 
%- 
%- \end{frame}
%- 
%- 
%- 
%- %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%- \begin{frame} 
%- 
%- \frametitle{Real-ESSI Simulator System}
%- 
%-  
%- \begin{itemize}
%- 
%- 
%-   \item Real-ESSI System Components
%-     \begin{itemize} 
%-      \item Real-ESSI Pre-processor (gmsh/gmESSI, X2ESSI) 
%-      \item Real-ESSI Program (local, remote, cloud)
%-      \item Real-ESSI Post-Processor (Paraview, Python, Matlab)
%- 
%-     \end{itemize} 
%- 
%- \vspace*{1mm}
%-   \item Real-ESSI System availability:                   
%-     \begin{itemize}
%- %\vspace*{1mm}
%-      \item Educational  Institutions: Amazon Web Services (AWS), free 
%-      \item Government Agencies, National Labs: AWS GovCloud
%-      \item Professional  Practice: AWS, commercial
%- %\vspace*{1mm}
%- %%\vspace*{1mm}
%- %      \item Sources available to collaborators
%-     \end{itemize}
%- 
%- 
%- 
%- \vspace*{1mm}
%-   \item Real-ESSI Short Courses, online, worldwide
%- 
%- 
%- 
%- \vspace*{1mm}
%-   \item System description and documentation at  
%-     \url{http://sokocalo.engr.ucdavis.edu/~jeremic/Real_ESSI_Simulator/}
%- %
%- %\url{http://real-essi.info/}
%- %
%- 
%- 
%- % \vspace*{2mm}
%- %   \item
%- % 
%- 
%- 
%- \end{itemize}
%- 
%- 
%- \end{frame}
%- 
%- 
%- 
%- 







































%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
\section{Stress Test Motions}



%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
\subsection{\ }



%






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

\begin{frame}
  \frametitle{3C, 6C Seismic Motions}

\vspace*{2mm}

\begin{itemize}

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

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


\begin{figure}[!hbpt]
\begin{center}
%
\hspace*{-5mm}
\includegraphics[width=5.0truecm]{/home/jeremic/tex/works/lecture_notes_SOKOCALO/Figure-files/_Chapter_Applications_Earthquake_Soil_Structure_Interaction_General_Aspects/Lotung_LSST07_FA25.jpeg}
\includegraphics[width=5.0truecm]{/home/jeremic/tex/works/lecture_notes_SOKOCALO/Figure-files/_Chapter_Applications_Earthquake_Soil_Structure_Interaction_General_Aspects/Lotung_LSST12_FA25.jpeg}
\hspace*{-5mm}
%
\end{center}
\end{figure}
   

%
%   \item  1D (?): M 6.9 San Pablo, Guatemala EQ, 14Jun2017
%
\end{itemize}


\end{frame}






%--  
%-- %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%-- \begin{frame}
%-- \frametitle{Regional Geophysical  Models}
%-- 
%-- \begin{itemize}
%-- 
%--   \item Free Field seismic motions on regional scale
%-- 
%-- 
%-- \vspace*{4mm}
%--   \item Knowledge of geology (deep and shallow) needed
%-- 
%-- 
%-- \vspace*{4mm}
%--  \item Developed using SW4 and/or Real-ESSI
%-- 
%-- 
%-- \vspace*{4mm}
%--   \item  Collaboration  with LLNL: Dr.~Rodgers, Dr.~Pitarka and Dr.~Petersson
%-- 
%-- 
%-- 
%-- 
%-- \end{itemize}
%--  
%-- \end{frame}
%-- 
%-- 
%--  
%-- %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%-- \begin{frame}
%-- \frametitle{Regional Geophysical  Models}
%-- 
%--  \begin{figure}[!htb]
%--  \begin{center}
%--   \includegraphics[width=5truecm]{/home/jeremic/tex/works/Conferences/2017/CompDyn2017/Present_PLENARY/San_Francisco__Regional_Model_BIG.jpg}
%--   \includegraphics[width=5.2truecm]{/home/jeremic/tex/works/Conferences/2017/CompDyn2017/Present_PLENARY/San_Francisco__Regional_Model.jpg}
%--  \end{center}
%-- % \caption{\label{Fig:NPP_Model_In_Real_ESSI} Nuclear Power Plant Model with Shallow Foundation }
%--  \end{figure}
%-- 
%-- Rodgers and Pitarka 
%-- 
%-- \end{frame}
%-- 
%-- %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%-- 
%-- %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%-- \begin{frame}
%-- \frametitle{Regional Geophysical  Models}
%-- 
%--  \begin{figure}[!htb]
%--  \begin{center}
%--   \includegraphics[width=10truecm]{/home/jeremic/tex/works/Conferences/2017/CompDyn2017/Present_PLENARY/USG-Bay_Area_Model_CC_det2_sm.jpg}
%--  \end{center}
%-- % \caption{\label{Fig:NPP_Model_In_Real_ESSI} Nuclear Power Plant Model with Shallow Foundation }
%--  \end{figure}
%-- 
%-- USGS
%--  
%-- \end{frame}
%-- 
%-- %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%-- 
%-- 
%-- 
%-- 
%-- %  
%-- %  %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%-- %  \begin{frame}
%-- %  \frametitle{Example Regional Model}
%-- %  
%-- %   \begin{figure}[!htb]
%-- %   \begin{center}
%-- %    \includegraphics[width=5.5truecm]{/home/jeremic/tex/works/Conferences/2017/CompDyn2017/Present_PLENARY/Vs_at_top.jpg}
%-- %  %  \includegraphics[width=5truecm]{/home/jeremic/tex/works/Conferences/2017/CompDyn2017/Present_PLENARY/Horizontal_Velocity_at_12s.jpg}
%-- %    \includegraphics[width=5truecm]{/home/jeremic/tex/works/Conferences/2017/CompDyn2017/Present_PLENARY/Peak_Velocity.jpg}
%-- %   \end{center}
%-- %  % \caption{\label{Fig:NPP_Model_In_Real_ESSI} Nuclear Power Plant Model with Shallow Foundation }
%-- %   \end{figure}
%-- %   
%-- %  \end{frame}
%-- %  
%-- %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%-- 
%-- %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%-- \begin{frame}
%-- \frametitle{Example Regional Model (Rodgers)}
%-- 
%-- 
%-- 
%-- 
%--   
%-- %\vspace*{5mm}
%-- \begin{center}
%-- %\hspace*{-5mm}
%-- %
%-- %\movie[label=show3,width=10.0cm,poster,autostart,showcontrols]
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%-- %\movie[label=show3,width=6.0cm,poster,showcontrols]
%--   {\includegraphics[width=80mm]{/home/jeremic/public_html/lecture_notes_online_material/_Chapter_Applications_ESSI_for_NPPs/NPP_animations_August2017/M6_5_s500_BASIN_STOCHASTIC_mag_SLOW.jpg}}
%--      {/home/jeremic/public_html/lecture_notes_online_material/_Chapter_Applications_ESSI_for_NPPs/NPP_animations_August2017/M6_5_s500_BASIN_STOCHASTIC_mag_SLOW.mpg}
%-- \hspace*{-5mm}
%-- %
%-- \end{center}
%-- 
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%-- \vspace*{-5mm}
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%-- \hspace*{-5mm}
%-- \href{http://sokocalo.engr.ucdavis.edu/~jeremic/lecture_notes_online_material/_Chapter_Applications_ESSI_for_NPPs/NPP_animations_August2017/M6_5_s500_BASIN_STOCHASTIC_mag_SLOW.mpg}
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%-- % out %
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%-- % out \vspace*{-15mm}
%-- % out \href{http://sokocalo.engr.ucdavis.edu/~jeremic/lecture_notes_online_material/_Chapter_Applications_Earthquake_Soil_Structure_Interaction_General_Aspects/Rodgers_Free_Field_motions/M6.5_s500_BASIN+STOCHASTIC.mag.SLOW.mpg}
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%-- 
%-- 
%-- 
%-- %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%-- %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%-- %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%-- \begin{frame}
%-- \frametitle{ESSI: 6C or 1C Seismic Motions}
%-- 
%-- 
%-- \begin{itemize}
%-- 
%-- 
%-- \item Assume that a full 6C (3C) motions at the surface are only recorded in one
%-- horizontal direction
%-- 
%-- 
%-- \item  From such recorded motions one can develop a vertically propagating shear
%-- wave (1C) in 1D
%-- 
%-- \item  Apply  such  vertically propagating shear wave to same soil-structure
%-- 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}
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%-- 
%-- 
%-- %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%-- %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%-- %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%-- \begin{frame}
%--  \frametitle{Realistic Ground Motions}
%-- 
%-- %\begin{itemize}
%-- %
%-- %  \item Free field seismic motion models
%-- %
%-- %\end{itemize}
%-- 
%-- % local
%-- % local
%-- % local
%-- \vspace*{-2mm}
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%-- %\movie[label=show3,width=8.5cm,poster,autostart,showcontrols,loop]
%-- \hspace*{-12mm}
%-- % %\movie[label=show3,width=6.0cm,autostart,showcontrols]
%-- % \movie[label=show3,width=6.0cm,poster]
%-- %   {\includegraphics[width=60mm]{movie_input_mp4_icon.jpeg}}{movie_input.mp4}
%-- % \hspace*{-2mm}
%-- % %\hfill
%-- \hspace*{-5mm}
%-- \movie[label=show3,width=120mm,poster,autostart,showcontrols]
%-- %\movie[label=show3,width=90mm,poster]
%--   {\includegraphics[width=120mm]{/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}
%-- \end{center}
%-- % local
%-- % online   
%-- \vspace*{-12mm}
%-- \begin{flushleft}
%-- \href{http://sokocalo.engr.ucdavis.edu/~jeremic/lecture_notes_online_material/_Chapter_Applications_ESSI_for_NPPs/Free_Field_small_model_April2015/movie_input.mp4}
%--   {\tiny (MP4)}
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%-- 
%-- \begin{frame}
%-- \frametitle{6C Free Field Motions (closeup)}
%-- 
%-- 
%--   
%-- %\vspace*{-2mm}
%-- \begin{center}
%-- \movie[label=show3,width=80mm,poster,showcontrols]
%-- {\includegraphics[width=80mm]{/home/jeremic/tex/works/Conferences/2016/IAEA_TecDoc_February2016/My_Current_Work/movie_input_closeup_mp4_icon.jpeg}}
%-- {/home/jeremic/public_html/lecture_notes_online_material/_Chapter_Applications_ESSI_for_NPPs/Free_Field_small_model_April2015/movie_input_closeup.mp4}
%-- \end{center}
%-- 
%-- \begin{flushleft}
%-- \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}
%--   {\tiny (MP4)}
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%-- 
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%-- % out    {\includegraphics[width=70mm]{BJicon.png}}{movie_input_closeup.mp4}
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%-- % out   
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%-- % out  \vspace*{-15mm}
%-- % out  \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_closeup.mp4}
%-- % out  %  \href{./homo_50m-mesh_45degree_Ormsby.mp4}
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%-- % out  %
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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
%-- %  (goal is to predict and inform and not (force) fit)
%-- 
%-- 
%-- \end{itemize}
%-- 
%-- 
%-- 
%-- 
%-- % local
%-- %\vspace*{-2mm}
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%-- \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}
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%-- \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)}
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%-- \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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%-- % out  % online    {\includegraphics[width=50mm]{movie_ff_3d_mp4_icon.jpeg}}
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%-- % %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
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%-- % \begin{frame}
%-- % \frametitle{1D vs 3$\times$1C vs 3C Seismic Motions}
%-- % 
%-- % 
%-- % \begin{itemize}
%-- % 
%-- % \vspace{2mm}
%-- %  \item 1D is required by the code
%-- % 
%-- % \vspace{4mm}
%-- %  \item 3$\times$1D can be used depending on frequency/wave length of interest, 
%-- % 
%-- % \vspace{4mm}
%-- %  \item 3C is more realistic, however it is challenging to define motions in full 3C
%-- % 
%-- % \end{itemize}
%-- % \end{frame}
%-- % 
%-- % %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%-- % 
%-- % 
%-- % 
%-- % %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%-- % \begin{frame}
%-- %  \frametitle{When to  use  3C and/or 3$\times$1C}
%-- % 
%-- % 
%-- % \begin{figure}[!hbpt]
%-- % \begin{center}
%-- % %
%-- % %\includegraphics[width=4.5truecm]{/home/jeremic/tex/works/Papers/2016/3D_vs_3_x_1D_motions/version_04Jan2017/NearFieldESSINPPs/results/3d_vs_1d_6/node_733_acce.pdf}
%-- % %\includegraphics[width=4.5truecm]{/home/jeremic/tex/works/Papers/2016/3D_vs_3_x_1D_motions/version_04Jan2017/NearFieldESSINPPs/results/6/node_733_acce.pdf}
%-- % % %
%-- % % \\
%-- % % \includegraphics[width=9.5truecm]{/home/jeremic/tex/works/Papers/2016/3D_vs_3_x_1D_motions/version_04Jan2017/NearFieldESSINPPs/results/3d_vs_1d_6/node_733_fft.pdf}
%-- % % \\
%-- % \includegraphics[width=11truecm]{/home/jeremic/tex/works/consulting/2017/IAEA/TECDOC/Version_14Mar2017/1Dvs3x1Dvs3D_waves.pdf}
%-- % \end{center}
%-- % \end{figure}
%-- % 
%-- % \end{frame}
%-- % 
%-- % 
%-- % 
%-- %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%-- \begin{frame}
%-- \frametitle{6C vs 1C NPP ESSI Response Comparison}
%-- 
%--  
%-- % local
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%-- \hspace*{-7mm}
%-- %\movie[label=show3,width=8.8cm,poster,autostart,showcontrols]
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%--   {\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
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%-- \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}
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\begin{frame}
\frametitle{Stress Test Motions}


%\vspace*{-10mm}  

\begin{itemize}

\item Variation in  inclination, frequency, energy, duration...

\item Deterministic and Probabilistic

\item Stress test the soil-structure system

\end{itemize}



\vspace*{-4mm}  
\begin{figure}[!htb]
\begin{center}
%\hspace*{-5mm}
\includegraphics[width=8cm]{/home/jeremic/tex/works/Conferences/2018/BestPSHANI/Presentation/stress_test_Best_SHANI_May2018.jpg}
\end{center}
\end{figure}


% 
% \vspace*{-45mm}  
% \begin{figure}[!htb]
% \begin{flushright}
% \includegraphics[width=4cm]{/home/jeremic/tex/works/Conferences/2015/CNSC_July/Present/Stress_test_NPP_idea.jpg}
% \hspace*{-5mm}
% \end{flushright}
% \end{figure}
% 
% 
% \hspace*{10mm}  
% \vspace*{-35mm}  
% \begin{figure}[!htb]
% \begin{flushright}
% \includegraphics[width=6cm]{/home/jeremic/tex/works/consulting/2017/IAEA/TECDOC/Version_14Mar2017/1Dvs3x1Dvs3D_waves.pdf}
% \hspace*{-5mm}
% \end{flushright}
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% 
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\end{frame}





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\begin{frame}
\frametitle{Seismic Motion Wave Lengths}



%\hspace*{10mm}  
%\vspace*{-35mm}  
\begin{figure}[!htb]
\begin{flushright}
\includegraphics[width=10cm]{/home/jeremic/tex/works/consulting/2017/IAEA/TECDOC/Version_14Mar2017/1Dvs3x1Dvs3D_waves.pdf}
%\hspace*{-5mm}
\end{flushright}
\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{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
%  (goal is to predict and inform and not (force) fit)


\end{itemize}




% local
%\vspace*{-2mm}
\begin{center}
\hspace*{-16mm}
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\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
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\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}
\end{center}
% local


% online
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\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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%   

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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}
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\end{flushleft}
% online  
   

\end{frame}

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



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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}
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% online  
   

\end{frame}

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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)}
\end{flushleft}
% online  
   

\end{frame}

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


%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
\begin{frame}

%\frametitle{SMR ESSI, Variation in Input Frequency, $\theta = 60^{o}$}
\frametitle{Free Field vs ESSI Motions, Horizontal Displacements}

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

     
% \vspace*{-5mm}
\begin{center}
{\includegraphics[width=8cm]{/home/jeremic/tex/works/Papers/2019/Hexiang/SMR_inclined_methodology/version2/Figures/frequency_ux.pdf}}
\end{center}
        

\end{frame}

%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
\begin{frame}

%\frametitle{SMR ESSI, Variation in Input Frequency, $\theta = 60^{o}$}
\frametitle{Free Field vs ESSI Motions, Horizontal Accelerations}

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

     
% \vspace*{-5mm}
\begin{center}
{\includegraphics[width=8cm]{/home/jeremic/tex/works/Thesis/HexiangWang/stress_test_motions_accelerations_SMR/frequency_Ax.pdf}}
\end{center}
        

\end{frame}

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


%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
\begin{frame}

%\frametitle{SMR ESSI, Variation in Input Frequency, $\theta = 60^{o}$}
\frametitle{Free Field vs ESSI Motions, Vertical Displacements}

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

     
% \vspace*{-5mm}
\begin{center}
{\includegraphics[width=8cm]{/home/jeremic/tex/works/Papers/2019/Hexiang/SMR_inclined_methodology/version2/Figures/frequency_uz.pdf}}
\end{center}
        

\end{frame}

%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
\begin{frame}

%\frametitle{SMR ESSI, Variation in Input Frequency, $\theta = 60^{o}$}
\frametitle{Free Field vs ESSI Motions, Vertical Accelerations}

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

     
% \vspace*{-5mm}
\begin{center}
{\includegraphics[width=8cm]{/home/jeremic/tex/works/Thesis/HexiangWang/stress_test_motions_accelerations_SMR/frequency_Az.pdf}}
\end{center}
        

\end{frame}

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


%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
\begin{frame}

%\frametitle{SMR ESSI, Variation in Input Frequency, $\theta = 60^{o}$}
\frametitle{SMR ESSI, 3C vs 3$\times$1C}

% 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_May2018/3Dvs1D_deconvolution.jpg}}
{/home/jeremic/public_html/lecture_notes_online_material/_Chapter_Applications_ESSI_for_NPPs/SMR_animations_May2018/3Dvs1D_deconvolution.ogv}
\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_May2018/3Dvs1D_deconvolution.ogv}
  {\tiny (OGV)}
\end{flushleft}
% online  
   

\end{frame}

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







\section{Conclusion}



%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
    \subsection{\ }





%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
\begin{frame}
  \frametitle{Summary}

  \begin{itemize}

\vspace*{2mm}
    \item Numerical modeling to predict and inform, rather than fit

%\vspace*{4mm}
%    \item Engineer needs to !
%
%\vspace*{4mm}
%    \item Education and Training is the key!

\vspace*{4mm}
    \item Stress test motions for improving design
 
\vspace*{4mm}
    \item Stress test motions for assessing performance

% \vspace*{4mm}
%     \item  Funding  from  and  collaboration  with  the US-DOE, US-NRC, US-NSF, 
%     US-BR, US-FEMA CNSC-CCSN, UN-IAEA, and Shimizu Corp. is greatly appreciated,

\vspace*{4mm}
    \item {\bf \url{http://real-essi.info/}}
      
\end{itemize}

\end{frame}
%










\end{document}

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