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%Methods, Computation Platform, and Case Studies for 
%Time-Domain Soil-Structures-Interaction Modeling and 
%Simulation Incorporating Complex Seismic Loads



\title{The NRC ESSI Simulator}


%\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.
\pgfdeclareimage[height=0.25cm]{university-logo}{/home/jeremic/BG/amblemi/ucdavis_logo_blue_sm}
\pgfdeclareimage[height=0.9cm]{lbnl-logo}{/home/jeremic/BG/amblemi/lbnl-logo}
\pgfdeclareimage[height=0.9cm]{USNRC-logo}{/home/jeremic/BG/amblemi/5in-color-bl-nrc-logo}

\author[Jeremi{\'c} et al.] % (optional, use only with lots of authors)
%{Boris~Jeremi{\'c}}
{B. Jeremi{\'c},  
A. Kammerer,
N. Tafazzoli,  
B. Kamrani}


%\institute[Computational Geomechanics Group \hspace*{0.3truecm}
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\pgfuseimage{USNRC-logo}] % (optional, but mostly needed)
{University of California, Davis, CA\\
%  and\\ 
Lawrence Berkeley National Laboratory, Berkeley, CA \\
U.S. Nuclear Regulatory Commission, Washington DC }
% - 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 SMiRT 21, New Delhi, India, November 2011}

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%   just say so once. Everybody will be happy with that.














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\section{Introduction}
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\begin{frame} 
\frametitle{Introduction}
\begin{itemize}

%\vspace*{0.6cm}
\item U.S.-NRC need: high fidelity (Hi-Fi) modeling and simulation of seismic response of NPPs
   \begin{itemize}
     \item  3 dimensional, inclined, body and surface, 
     uncorrelated, realistic seismic waves 
     \item Material nonlinear    behavior    of    the   
     rock,   soil, interfaces/contacts, isolators, 
     concrete, steel
     \item High performance computing  (parallel) 
     \item Verification and Validation for 
     high confidence in predictions
     \item Documentation, user friendly,
     \item Education (U.S.-NRC staff capacity building)
   \end{itemize}

\vspace*{0.2cm}
\item Project: Development of the NRC ESSI Simulator System

\end{itemize}
\end{frame}


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\section{NRC ESSI Simulator System}



\begin{frame} 
\frametitle{Project Goals}

\begin{itemize}

%\vspace*{0.5cm}
\item    Development    of    the    NRC ESSI Simulator System 
for Hi-Fi modeling and simulation of earthquake 
soil/rock structure interaction problems:
  \begin{itemize}
%    \item Time domain, nonlinear, parallel finite element program:
    \item  {\bf NRC-ESSI-Program}
%    \item  High  performance, parallel computer: 
    \item  {\bf NRC-ESSI-Computer}
%    \item  Educational endeavor, documentation:  
    \item  {\bf NRC-ESSI-Notes}
  \end{itemize}

\vspace*{0.2cm}
\item  Education:  NRC  Staff  Capacity  Building (seminars, short courses, 
NRC ESSI Notes, advising)

\vspace*{0.2cm}
\item  Development  of ESSI case  studies: 
3D, inclined seismic   motions,  soil/rock;  
foundation  interface  slip,  seismic  energy propagation dissipation

%\vspace*{0.2cm}
%\item 
%
%\vspace*{0.2cm}
%\item 
%
%\vspace*{0.2cm}
%\item 

\end{itemize}

\end{frame}




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\begin{frame}
\frametitle{NRC ESSI Simulator System}

\begin{itemize}

\item {\bf The NRC-ESSI-Program} is a 3D nonlinear 
parallel finite element program specifically developed for
Hi-Fi modeling  and  simulation  of  Earthquake  Soil/Rock  Structure
Interaction problems for NPPs on NRC-ESSI-Computer. \
%The NRC ESSI Program is based on
%a  number of public domain numerical libraries developed at UCD as well as those
%available  on  the  web,  that  are  compiled  and  linked  together to form the
%executable  program (NRC-ESSI-Program). Significant effort is devoted to development
%of  verification  and  validation  procedures,  as  well  as  on  development of
%extensive  documentation.  NRC-ESSI-Program  is  in  public  domain  and is licensed
%through the Lesser GPL.

%\vspace*{0.3cm}
\item {\bf The NRC-ESSI-Computer} is a distributed memory 
parallel computer, a cluster of clusters with multiple performance  
processors and multiple performance networks.  
%Compute  nodes are Shared Memory Parallel
%(SMP)  computers,  that  are  connected,  using  high  speed  network(s), into a
%Distributed Memory Parallel (DMP) computer.

%\vspace*{0.3cm}
\item    {\bf        The    NRC-ESSI-Notes} represent a hypertext documentation system
%(Theory and Formulation, Software and Hardware, Verification and Validation, and
%Case  Studies  and  Practical  Examples)   
detailing modeling and simulation of NPP ESSI
problems.
%
%the
%NRC-ESSI-Program  code  API (application Programming Interface) and DSLs (Domain
%Specific Language).
%%NRC-ESSI-Notes,    developed  by Boris Jeremic and collaborators, are in public
%domain
%%and  are  licensed  under a Creative Commons Attribution-ShareAlike 3.0 Unported
%%License.
%
%\vspace*{0.3cm}
\end{itemize}

\end{frame}



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\subsection{NRC ESSI Simulator Program}

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\begin{frame}
\frametitle{NRC ESSI Simulator Program}

\begin{itemize}

%\vspace*{0.2cm}
\item  Based  on  a  Collection  of Useful Libraries  (modular, portable)

%\vspace*{0.1cm}
\item Library centric software design

%\vspace*{0.1cm}
\item Various public domain licenses (GPL, LGPL, BSD)

%\vspace*{0.3cm}
%\vspace*{0.1cm}
\item Verification and Validation


%\vspace*{0.1cm}
\item  Program documentation  (part of NRC ESSI Notes)
    
%\vspace*{0.1cm}
\item Target users: U.S.-NRC staff, UCD, UB students, external users 
    
\item Sources will be available through
{\bf 
\url{http://nrc-essi-simulator.info}}


\end{itemize}

\end{frame}




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\begin{frame}
\frametitle{Collection of Useful Libraries (Modeling Part)}

\begin{itemize}


\vspace*{0.2cm}
\item  Template3D-EP  libraries   for  elastic  and elastic-plastic
computations (UCD,  LGPL) 

\vspace*{0.2cm}
\item    FEMTools  finite    element  libraries provide finite elements (solids,
beams, shells, contacts/isolators, seismic input) (UCD, UCB, CU, LGPL)


\vspace*{0.2cm}
\item    Domain Specific Language for input (C-binding) (UCD, LGPL)

     

\end{itemize}

\end{frame}


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\begin{frame}
\frametitle{Collection of Useful Libraries (Simulation Part)}

\begin{itemize}


     


\vspace*{0.12cm}
\item Plastic Domain Decomposition (PDD) for parallel computing  (UCD, LGPL) 


\vspace*{0.12cm}
\item  PETSc (ANL, GPL-like) and UMFPACK (UF, GPL) solvers 


\vspace*{0.12cm}
\item Modified OpenSees Services (MOSS) for managing the finite 
element domain (UCD, LGPL;  UCB, GPL?) 

\vspace*{0.12cm}
\item nDarray (UCD, LGPL), LTensor (CIMEC, GPL), BLAS (UTK, GPL) for lower level
computational tasks,

\vspace*{0.12cm}
\item Message Passing Interface (MPI, openMPI, new BSD license)

\end{itemize}

\end{frame}

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\subsection{NRC ESSI Simulator Computer}


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\begin{frame}
\frametitle{NRC ESSI Simulator Computer}

\begin{itemize}


\item Cluster of multiple performance processors
interconnected with multiple performance networks

\vspace*{0.1cm}
\item Multiple generation processors and networks, 
modular, expandable, the most cost effective solution

\vspace*{0.1cm}
\item Secure access for the U.S.-NRC, located at  UCD

\vspace*{0.1cm}
\item 15 current users (U.S.-NRC and UCD)

\vspace*{0.1cm}
\item Source compatibility with large supercomputers

\vspace*{0.1cm}
\item  Design/components  documentation will be posted at 
{\bf 
\url{http://nrc-essi-simulator.info}}

\end{itemize}



\end{frame}



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\subsection{NRC ESSI Simulator Notes}

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\begin{frame}
\frametitle{NRC ESSI Simulator Notes}

\begin{itemize}

\item A hypertext documentation system  for modeling and simulations of NPP ESSI
problems  (Theory  and  Formulation,  Software  and  Hardware,  Verification and
Validation, and Case Studies and Practical Examples)

%\vspace*{0.1cm}
\item NRC-ESSI-Program code API (Application Programming Interface).

%\vspace*{0.1cm}
\item NRC-ESSI-Program DSL (Domain Specific Language)

%\vspace*{0.1cm}
\item Documentation for verification and validation
 examples 

%\vspace*{0.1cm}
\item Practical NPP ESSI examples and  case studies 


\vspace*{0.1cm}
\item  Will be available to general public through 
{\bf 
\url{http://nrc-essi-simulator.info}}



\end{itemize}

\end{frame}

% 
%  %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%  \begin{frame}
%  \frametitle{NRC ESSI Simulator Notes, Four Parts}
%  
%  \begin{itemize}
%  \item  Theoretical  and  Computational  Formulations    (FEM,  EL-PL, Static and
%  Dynamic solution, Parallel Computing)
%  
%  \item  Software and Hardware Platform Design (OO Design, Library centric design,
%  API, DSL, Software Build Process, Hardware Platform)
%  
%  \item  Verification and Validation (code V, Components V, Static and Dynamic V,
%  Wave Propagation V)
%  
%  \item Application to Practical Nuclear Power Plant Earthquake Soil/Rock Structure
%  Interaction  Problems  (ESSI with 3D, inclined, uncorrelated seismic waves, ESSI
%  with foundation slip, Isolators)
%  
%  \end{itemize}
%  
%  \end{frame}
%  
%  
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\begin{frame}
\frametitle{NRC ESSI Simulator Education}

\begin{itemize}

%\vspace*{0.2cm}
\item  U.S.-NRC  staff  capacity building, seminars, short courses, consultations,
advising,

\vspace*{0.3cm}
\item NRC ESSI Program Verification and Validation


\vspace*{0.3cm}
\item NRC ESSI Model Development  and  Verification 


\vspace*{0.3cm}
\item  NRC  ESSI  Simulator  short  courses, seminars in preparation for outside
users



\end{itemize}

\end{frame}


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\section{Verification and Validation}



\subsection{V\&V Intro}
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\begin{frame}
 \frametitle{Verification, Validation, Prediction}


\begin{itemize}

     \item 
%     Verification: 
% the  process  of  determining  that    a  model
%   implementation  accurately  represents the developer's conceptual description
%   and specification. Mathematics issue. 
{ Verification: 
provides evidence that the model is solved 
correctly. Mathematics issue.}

\vspace*{0.2cm}
     \item 
%     Validation:  The process of determining the degree to which a
%   model  is  accurate  representation of the real world from the perspective of
%   the  intended  uses  of  the  model.  Physics issue. 
{ Validation: provides
   evidence that the correct model is solved.
   Physics issue.}


%\vspace*{0.2cm}
%  \item  V\&V Reduce modeling uncertainty

\vspace*{0.2cm}
   \item V\&V increases confidence in numerical  prediction
%   (Predictions: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*{0.2cm}
   \item V\&V increases confidence in decision making

\end{itemize}

\end{frame}
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% 
% 
% \begin{figure}[!h]
% \begin{center}
% \hspace*{-2cm}
% {\includegraphics[width=8.0cm]{/home/jeremic/tex/works/Presentation/2003/Verif_and_Valid/RoleVV.pdf}}
% \hspace*{-2cm}
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% %
% %\item Models available (some now, some later)
% %\vspace*{-2.0cm}
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\begin{frame}
 \frametitle{Role of Verification and Validation (Oden et al.)}


\begin{figure}[!h]
\begin{center}
\hspace*{-2cm}
{\includegraphics[width=9.5cm]{/home/jeremic/tex/works/Conferences/2011/USNCCM11_Minneapolis/Coupled/Present/VandV_ODEN.jpg}}
\hspace*{-2cm}
\end{center}
\end{figure}

%
%\item Models available (some now, some later)
%\vspace*{-2.0cm}
\end{frame}
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% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% \begin{frame}
%   \frametitle{Verification}
% 
% 
% 
%    Verification: the  process  of  determining  that    a  model
%    implementation  accurately  represents the developer's conceptual description
%    and specification. Mathematics issue. {\it Verification provides evidence that the
%    model is solved correctly.}
% 
% 
% 
% \vspace*{-0.2cm}
% \begin{figure}[!h]
% \begin{center}
% {\includegraphics[width=10.0cm]{/home/jeremic/tex/works/Conferences/2005/OpenSeesWorkshopAugust/DeveloperSymposium/VerifValidFund01.pdf}}
% \end{center}
% \end{figure}
% 
% 
% \end{frame}
% 
% 
% % - %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% % - \begin{frame}
% % - \frametitle{Verification}
% % - 
% % - % the  process  of  determining  that    a  model
% % - %   implementation  accurately  represents the developer's conceptual description
% % - %   and specification. 
% % - %   Mathematics issue. 
% % -    {\it Verification provides evidence  that the model is solved correctly.}
% % - 
% % - \begin{itemize}
% % - 
% % - \vspace*{0.1cm}
% % - \item  Code verification
% % - 
% % - \vspace*{0.1cm}
% % - \item  Finite elements
% % - % (tests: patch, aspect ratio)
% % - 
% % - \vspace*{0.1cm}
% % - \item Constitutive simulations
% % - % (integration error, bounds test)
% % - 
% % - \vspace*{0.1cm}
% % - \item Static   and  dynamic  solution  advancement
% % - algorithms 
% % - 
% % - \vspace*{0.1cm}
% % - \item Solvers 
% % - %(well posedness of the system of equation, error)
% % - 
% % - \vspace*{0.1cm}
% % - \item Wave propagation 
% % - %(Seismic motion input and radiation, 
% % - %energy dissipation, frequency modification)
% % - 
% % - \end{itemize}
% % - 
% % - 
% % - \end{frame}
% % - 
% % - 
% % - 
% % - %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% % - \begin{frame}
% % - \frametitle{Validation}
% % -  
% % - % The process of determining the degree to which a
% % - %   model  is  accurate  representation of the real world from the perspective of
% % - %   the  intended  uses  of  the  model.  
% % - %   Physics issue. 
% % -    {\it Validation provides  evidence that the correct model is solved.}
% % - 
% % - 
% % -  \begin{itemize}
% % - 
% % - \vspace*{0.2cm}
% % -    \item Validate components, unit tests
% % - %(material modeling, dynamic analysis, soil pressures)
% % - 
% % - \vspace*{0.2cm}
% % -    \item Validate the system
% % -    \begin{itemize}
% % -    
% % -      \item Lotung LSST tests
% % -      \item Kashiwazaki data
% % -      \item  Tohoku  Earthquake  data (Onagawa, Fukushima-Daiichi, Fukushima-Daini
% % -      NPPs)
% % - 
% % -    \end{itemize}
% % - 
% % -  \end{itemize}
% % - 
% % - 
% % - \end{frame}
% % - 
% % - 







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\subsection{Model/Mesh Verification}


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\begin{frame}
\frametitle{Mesh Size Effects on Wave Propagation Modeling}

\begin{itemize}

  \item Insufficient finite element size "filters out" high frequencies

%  \item Presented is part of parametric study showing these effects

  \vspace*{0.1cm}
  \item Rule of thumb: 10-12 elements per wave length

  \vspace*{0.1cm}
  \item Models, $1000$m, \\
  $V_s=1000$m/s \\
  and $V_s=100$m/s, \\
  element sizes \\
  $h=10, 20, 50$m
%  \vspace*{0.3cm}

  \vspace*{0.1cm}
  \item With and without  \\
  physical and/or \\
  numerical damping, 

  \vspace*{0.1cm}
  \item Ormsby wavelet

\end{itemize}

 
\vspace*{-5.3cm}
\begin{figure}[!H]
\begin{flushright}
\includegraphics[width=7.5cm]{/home/jeremic/tex/works/Thesis/NimaTafazzoli/MeshSize/figs/3_4_6/Input_Displacement.pdf}
\hspace*{-0.5cm}
\end{flushright}
\end{figure}


\end{frame}


% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% \begin{frame}
% \frametitle{Test Matrix}
% 
% \vspace*{-0.4cm}
% \begin{small}
% \begin{table}[!htbp]
% \centering
% % \begin{tabular}{|c|c|c|c|c|}
% \begin{tabular}{|r|m{2.6cm}|m{1.5cm}|m{1.8cm}|m{2.3cm}|}
% \hline
% case  &  model  height  [m]  &  $V_s$ [m/s] & El.size [m] & $f_{max}$ (10el) [Hz]\\
% \hline
% 1 & 1000 & 1000 & 10 & 10\\
% %\hline
% 2 & 1000 & 1000 & 20 & 5\\
% %\hline
% 3 & 1000 & 1000 & 10 & 10\\
% %\hline
% 4 & 1000 & 1000 & 20 & 5\\
% %\hline
% 5 & 1000 & 1000 & 50 & 2\\
% %\hline
% 6 & 1000 & 1000 & 50 & 2\\
% %\hline
% 7 & 100 &   100 & 1 & 10\\
% %\hline
% 8 & 100 &   100 & 2 & 5\\
% %\hline
% 9 & 100 &   100 & 1 & 10\\
% %\hline
% 10 & 100 &  100 & 2 & 5\\
% %\hline
% 11 & 100 &  100 & 10 & 1\\
% %\hline
% 12 & 1000 & 100 & 10 & 1\\
% %\hline
% 13 & 1000 & 100 & 20 & 0.5\\
% %\hline
% 14 & 1000 & 100 & 50 & 0.2\\
% \hline
% % \begin{tabular}{|m{1.5cm}c|m{2.8cm}c|m{2.8cm}c|m{3.0cm}c|m{4.0cm}c|}
% % \begin{tabularx}{\linewidth}{|c|c|c|c|c|}
% % \begin{tabular*}{0.75\textwidth}{@{\extracolsep{\fill}}|c|c|c|c|c|}
% \end{tabular}
% % \end{tabularx}
% \end{table}
% \end{small}
% 
% \end{frame}
% 
% 
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% \begin{frame}
% \frametitle{Comparing Cases 3, 4, and 6}
% 
% \vspace*{-0.4cm}
% \begin{small}
% \begin{table}[!htbp]
% \centering
% % \begin{tabular}{|c|c|c|c|c|}
% \begin{tabular}{|r|m{2.6cm}|m{1.5cm}|m{1.8cm}|m{2.3cm}|}
% \hline
% case  &  model  height  [m]  &  $V_s$ [m/s] & El.size [m] & $f_{max}$ (10el) [Hz]\\
% \hline
% %\hline
% 3 & 1000 & 1000 & 10 & 10\\
% %\hline
% 4 & 1000 & 1000 & 20 & 5\\
% %\hline
% 6 & 1000 & 1000 & 50 & 2\\
% \hline
% % \begin{tabular}{|m{1.5cm}c|m{2.8cm}c|m{2.8cm}c|m{3.0cm}c|m{4.0cm}c|}
% % \begin{tabularx}{\linewidth}{|c|c|c|c|c|}
% % \begin{tabular*}{0.75\textwidth}{@{\extracolsep{\fill}}|c|c|c|c|c|}
% \end{tabular}
% % \end{tabularx}
% \end{table}
% \end{small}
% 
% 
% 
% 
% \end{frame}
% 
% 
%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
\begin{frame}
\frametitle{Base and Surface Dynamic Motions}

 
\vspace*{-0.8cm}
\begin{figure}[H]
\begin{center}
\includegraphics[width=10cm]{/home/jeremic/tex/works/Thesis/NimaTafazzoli/MeshSize/figs/3_4_6/FFT.pdf}
\end{center}
\end{figure}
 
\end{frame}

%  % 
%  %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%  \begin{frame}
%  \frametitle{Cases 12, 13, and 14, Surface Motions}
%  
%   
%  \begin{figure}[H]
%  \begin{center}
%  \includegraphics[width=9cm]{/home/jeremic/tex/works/Thesis/NimaTafazzoli/MeshSize/figs/12_13_14/displacement.pdf}
%  \end{center}
%  \end{figure}
%  
%  
%   
%  \end{frame}
%  
%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
\begin{frame}
\frametitle{Dynamic Motions for $10 \times$ Softer Soil}

 
\vspace*{-0.8cm}
\begin{figure}[H]
\begin{center}
\includegraphics[width=10cm]{/home/jeremic/tex/works/Thesis/NimaTafazzoli/MeshSize/figs/12_13_14/FFT.pdf}
\end{center}
\end{figure}


 
\end{frame}


%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
\begin{frame}
%\frametitle{Surface Motions, $10 \times$ Softer Soil, $+$ Numerical Damping}
\frametitle{Dynamic Motions $10, \times$ Softer, $+$ Num. Damping}

 
\vspace*{-0.8cm}
\begin{figure}[H]
\begin{center}
\includegraphics[width=10cm]{/home/jeremic/tex/works/Thesis/NimaTafazzoli/MeshSize_damping/figs/15_16_17/FFT.pdf}
\end{center}
\end{figure}


 
\end{frame}






%
% 
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% \subsection{Body and Surface Wave Verification}
% 
% 
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% \begin{frame}
% \frametitle{Seismic Body and Surface Waves}
% 
% \begin{itemize}
% 
%   \item Both body (P, SV and SH) and surface (Rayleigh, Love, etc) waves
%   are present
% 
%   \item Surface waves carry more seismic energy at distance
% 
%   \item    Analytically  (Aki and Richards 2002) and  numerically generated, 3D,
%   inclined (plane) body and surface waves are used in tests
% 
%   \item  Seismic moment from a point source at $2$km depth used
% 
%   \item Stress drop at the source: Ricker and/or Ormsby wavelets
% 
% \end{itemize}
% 
% \end{frame}
% 
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% \begin{frame}
% \frametitle{Plane Wave Model}
% 
% \begin{figure}[H]
% \begin{center}
% \includegraphics[width=10cm]{/home/jeremic/tex/works/Conferences/2011/NRC_LBNL_Review_Panel_Sept2011/2D_faul_slip_model.pdf}
% \end{center}
% \end{figure}
% 
% \end{frame}
% 
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% \begin{frame}
% \frametitle{Seismic Source Mechanics}
% 
% \vspace*{0.5cm}
% Stress drop, Ormsby wavelet
% 
% \vspace*{-1cm}
% \begin{figure}[H]
% \begin{flushright}
% \includegraphics[width=2cm]{/home/jeremic/tex/works/Conferences/2011/NRC_LBNL_Review_Panel_Sept2011/Seismic_source_moment_couple.pdf}
% \end{flushright}
% \end{figure}
% 
% \vspace*{-1.9cm}
% \hspace*{-1cm}
% \begin{figure}[H]
% \begin{center}
% \hspace*{-0.4cm}
% \includegraphics[width=6cm]{/home/jeremic/tex/works/Thesis/NimaTafazzoli/FaultModel_7seconds/xz_TimeHistory/3000_3000_x_displacement.pdf}
% \hspace*{-0.4cm}
% \includegraphics[width=6cm]{/home/jeremic/tex/works/Thesis/NimaTafazzoli/FaultModel_7seconds/xz_FFT/3000_3000_x_displacement_FFT.pdf}
% \end{center}
% \end{figure}
% 
% \end{frame}
% 
% 
% 
% 
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% \begin{frame}
% \frametitle{Source Plane, Top 2km}
% 
% \vspace*{-0.4cm}
% \begin{figure}[H]
% \begin{flushright}
% \includegraphics[width=3cm]{/home/jeremic/tex/works/Conferences/2011/NRC_LBNL_Review_Panel_Sept2011/2D_faul_slip_model_at_SOURCE.pdf}
% \end{flushright}
% \end{figure}
% 
% \vspace*{-1.5cm}
% \begin{figure}[H]
% \begin{center}
% \includegraphics[width=6cm]{/home/jeremic/tex/works/Thesis/NimaTafazzoli/FreeFieldInclinedMotionModels/Ormsby/at_source_top2000/middle_acceleration_x.pdf}
% \hspace*{-0.5cm}
% \includegraphics[width=6cm]{/home/jeremic/tex/works/Thesis/NimaTafazzoli/FreeFieldInclinedMotionModels/Ormsby/at_source_top2000/middle_acceleration_z.pdf}
% \end{center}
% \end{figure}
% 
% \vspace*{-0.90cm}
% {horizontal accelerations   \hfill vertical accelerations}
% 
% \end{frame}
% 
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% \begin{frame}
% \frametitle{Middle (NPP) Plane, Top 2km}
% 
% \vspace*{-0.4cm}
% \begin{figure}[H]
% \begin{flushright}
% \includegraphics[width=3cm]{/home/jeremic/tex/works/Conferences/2011/NRC_LBNL_Review_Panel_Sept2011/2D_faul_slip_model_MIDDLE.pdf}
% \end{flushright}
% \end{figure}
% 
% \vspace*{-1.5cm}
% \begin{figure}[H]
% \begin{center}
% \includegraphics[width=6cm]{/home/jeremic/tex/works/Thesis/NimaTafazzoli/FreeFieldInclinedMotionModels/Ormsby/middle_top2000/middle_acceleration_x.pdf}
% \hspace*{-0.5cm}
% \includegraphics[width=6cm]{/home/jeremic/tex/works/Thesis/NimaTafazzoli/FreeFieldInclinedMotionModels/Ormsby/middle_top2000/middle_acceleration_z.pdf}
% \end{center}
% \end{figure}
% 
% \vspace*{-0.90cm}
% {horizontal accelerations   \hfill vertical accelerations}
% 
% 
% \end{frame}
% 
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% \begin{frame}
% \frametitle{Surface 6km}
% 
% \vspace*{-0.4cm}
% \begin{figure}[H]
% \begin{flushright}
% \includegraphics[width=3cm]{/home/jeremic/tex/works/Conferences/2011/NRC_LBNL_Review_Panel_Sept2011/2D_faul_slip_model_SURFACE.pdf}
% \end{flushright}
% \end{figure}
% 
% \vspace*{-1.5cm}
% \begin{figure}[H]
% \begin{center}
% \includegraphics[width=6cm]{/home/jeremic/tex/works/Thesis/NimaTafazzoli/FreeFieldInclinedMotionModels/Ormsby/surface_6km/middle_acceleration_x.pdf}
% \hspace*{-0.5cm}
% \includegraphics[width=6cm]{/home/jeremic/tex/works/Thesis/NimaTafazzoli/FreeFieldInclinedMotionModels/Ormsby/surface_6km/middle_acceleration_z.pdf}
% \end{center}
% \end{figure}
% 
% \vspace*{-0.90cm}
% {horizontal accelerations   \hfill vertical accelerations}
% 
% 
% \end{frame}
% 
% 
% 
% 
% 
% 
% 




%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% \section{Case Studies}
% 
% 
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% \subsection{Body and Surface Waves}
% 
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% \begin{frame}
% \frametitle{Body and Surface Seismic Waves}
% 
% \begin{itemize}
% \item  Investigate  influence  of  full  body  (P  and S)  and surface (Love and
% Rayleigh) waves on the NPP response
% 
% 
% \vspace*{0.2cm}
% \item Lack of correlation modeling (incoherence) for full 3D seismic motions 
% 
% \vspace*{0.2cm}
% \item Inclined wave fields and their influence on the NPP response
% 
% 
% \vspace*{0.2cm}
% \item Influence of soil/rock variability and uncertainty on seismic motions
% 
% 
% \end{itemize}
% 
% \end{frame}
% 
% 
% 
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% \begin{frame}
% \frametitle{Stress-Test NPPs for Different Wave Inclinations}
% 
% \vspace*{-0.6cm}
% \begin{figure}[H]
% \begin{center}
% \includegraphics[width=4cm]{/home/jeremic/tex/works/Conferences/2011/NRC_LBNL_Review_Panel_Sept2011/2D_faul_slip_model_top_200m.pdf}
% \end{center}
% \end{figure}
% 
% \vspace*{-3.9cm}
% \begin{figure}[H]
% \begin{center}
% \includegraphics[width=6cm]{/home/jeremic/tex/works/Thesis/NimaTafazzoli/FreeFieldInclinedMotionModels/FaultSlip_Ormsby/figs/surface_200m/middle_acceleration_x.pdf}
% \hspace*{-0.5cm}
% \includegraphics[width=6cm]{/home/jeremic/tex/works/Thesis/NimaTafazzoli/FreeFieldInclinedMotionModels/FaultSlip_Ormsby/figs/surface_200m/middle_acceleration_z.pdf}
% \end{center}
% \end{figure}
% 
% \vspace*{-0.90cm}
% {horizontal accelerations   \hfill vertical accelerations}
% 
% 
% \end{frame}
% 
% 
% 
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% \begin{frame}
% \frametitle{Example, Free Field, $45^o$ Inclined Ormsby Wavelet}
% 
% %\vspace*{-3.5cm}
% \begin{figure}[H]
% \begin{center}
% \includegraphics[width=6cm]{/home/jeremic/tex/works/Thesis/NimaTafazzoli/FaultModel_7seconds/xz_TimeHistory/5000_5000_x_acceleration.pdf}
% \hspace*{-0.5cm}
% \includegraphics[width=6cm]{/home/jeremic/tex/works/Thesis/NimaTafazzoli/FaultModel_7seconds/xz_TimeHistory/5000_5000_z_acceleration.pdf}
% \end{center}
% \end{figure}
% 
% \vspace*{-0.90cm}
% {horizontal accelerations   \hfill vertical accelerations}
% 
% 
% \end{frame}
% 
% 
% 
%                                           
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% \subsection{Inelastic Foundation-Soil/Rock Contact-Slip}
% 
% 
% 
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% 
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% \begin{frame}
% \frametitle{Influence of Inelastic Foundation-Soil/Rock Contact on the NPP Response}
% 
% \begin{itemize}
% 
% \item Soil/rock -- foundation interface slip behavior
% 
% \vspace*{0.2cm}
% \item Changes in Earthquake Soil/Rock Structure Interaction (reduction of demand)
% 
% \vspace*{0.2cm}
% \item Dissipation of seismic energy in the slip plane
% 
% \vspace*{0.2cm}
% \item Passive (and active) base isolation
% 
% \end{itemize}
% 
% \end{frame}
% 
% 

% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% \begin{frame}
% \frametitle{Example Model, ESSI with Slip}
% 
% %\vspace*{-0.5cm}
% \begin{figure}[!h]
% \begin{center}
% {\includegraphics[width=9.0cm]{/home/jeremic/tex/works/Conferences/2011/NRC_LBNL_Review_Panel_Feb2011/Case_study_model/visit0002.jpeg}}
% \end{center}
% \end{figure}
% 
% \end{frame}
% 
% 
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%                                           
% 
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% \begin{frame}
% \frametitle{ESSI with Slip, Base, Displacements}
% 
% %\vspace*{-3.5cm}
% \begin{figure}[H]
% \begin{center}
% \includegraphics[width=6cm]{/home/jeremic/tex/works/Thesis/NimaTafazzoli/Slip_Contact_Plots/Displacements/2_x_displacement.pdf}
% \hspace*{-0.5cm}
% \includegraphics[width=6cm]{/home/jeremic/tex/works/Thesis/NimaTafazzoli/Slip_Contact_Plots/Displacements/2_z_displacement.pdf}
% \end{center}
% \end{figure}
% 
% \vspace*{-0.90cm}
% {horizontal displacements   \hfill vertical displacements}
% 
% \end{frame}
% 
% 
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% \begin{frame}
% \frametitle{ESSI with Slip, Base, Accelerations}
% 
% %\vspace*{-3.5cm}
% \begin{figure}[H]
% \begin{center}
% \includegraphics[width=6cm]{/home/jeremic/tex/works/Thesis/NimaTafazzoli/Slip_Contact_Plots/Accelerations/2_x_acceleration.pdf}
% \hspace*{-0.5cm}
% \includegraphics[width=6cm]{/home/jeremic/tex/works/Thesis/NimaTafazzoli/Slip_Contact_Plots/Accelerations/2_z_acceleration.pdf}
% \end{center}
% \end{figure}
% 
% \vspace*{-0.90cm}
% {horizontal displacements   \hfill vertical displacements}
% 
% \end{frame}
% 
% 
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% \begin{frame}
% \frametitle{ESSI with Slip, Base, Accelerations FFT}
% 
% %\vspace*{-3.5cm}
% \begin{figure}[H]
% \begin{center}
% \includegraphics[width=6cm]{/home/jeremic/tex/works/Thesis/NimaTafazzoli/Slip_Contact_Plots/FFT_Accelerations/2_x_acceleration_FFT.pdf}
% \hspace*{-0.5cm}
% \includegraphics[width=6cm]{/home/jeremic/tex/works/Thesis/NimaTafazzoli/Slip_Contact_Plots/FFT_Accelerations/2_z_acceleration_FFT.pdf}
% \end{center}
% \end{figure}
% 
% \vspace*{-0.90cm}
% {horizontal Acc. FFT   \hfill vertical acc. FFT}
% 
% \end{frame}
% 
% 
% 
% 
% 
% 
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% \begin{frame}
% \frametitle{ESSI with Slip, Top, Displacements}
% 
% %\vspace*{-3.5cm}
% \begin{figure}[H]
% \begin{center}
% \includegraphics[width=6cm]{/home/jeremic/tex/works/Thesis/NimaTafazzoli/Slip_Contact_Plots/Displacements/top_x_displacement.pdf}
% \hspace*{-0.5cm}
% \includegraphics[width=6cm]{/home/jeremic/tex/works/Thesis/NimaTafazzoli/Slip_Contact_Plots/Displacements/top_z_displacement.pdf}
% \end{center}
% \end{figure}
% 
% \vspace*{-0.90cm}
% {horizontal displacements   \hfill vertical displacements}
% 
% \end{frame}
% 
% 
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% \begin{frame}
% \frametitle{ESSI with Slip, Top, Accelerations}
% 
% %\vspace*{-3.5cm}
% \begin{figure}[H]
% \begin{center}
% \includegraphics[width=6cm]{/home/jeremic/tex/works/Thesis/NimaTafazzoli/Slip_Contact_Plots/Accelerations/top_x_acceleration.pdf}
% \hspace*{-0.5cm}
% \includegraphics[width=6cm]{/home/jeremic/tex/works/Thesis/NimaTafazzoli/Slip_Contact_Plots/Accelerations/top_z_acceleration.pdf}
% \end{center}
% \end{figure}
% 
% \vspace*{-0.90cm}
% {horizontal displacements   \hfill vertical displacements}
% 
% \end{frame}
% 
% 
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% \begin{frame}
% \frametitle{ESSI with Slip, Top, Accelerations FFT}
% 
% %\vspace*{-3.5cm}
% \begin{figure}[H]
% \begin{center}
% \includegraphics[width=6cm]{/home/jeremic/tex/works/Thesis/NimaTafazzoli/Slip_Contact_Plots/FFT_Accelerations/top_x_acceleration_FFT.pdf}
% \hspace*{-0.5cm}
% \includegraphics[width=6cm]{/home/jeremic/tex/works/Thesis/NimaTafazzoli/Slip_Contact_Plots/FFT_Accelerations/top_z_acceleration_FFT.pdf}
% \end{center}
% \end{figure}
% 
% \vspace*{-0.90cm}
% {horizontal acc. FFT   \hfill vertical acc. FFT}
% 
% \end{frame}
% 
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\section{Summary}
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%\subsection*{Future Plans}
%
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\begin{frame}
\frametitle{Summary}

\begin{itemize}



\item   High   fidelity,  time  domain,  nonlinear,  earthquake  soil  structure
interaction (ESSI) modeling and simulations

\vspace*{0.1cm}  
\item The NRC ESSI Simulator System (Program, Computer, Notes)


\vspace*{0.1cm}  
\item  Educational  component  (U.S.-NRC,  UCD, others), seminars, short
courses

\vspace*{0.1cm}  
\item Information Portal:\\
{\large \bf 
\url{http://nrc-essi-simulator.info}}

\vspace*{0.1cm}  
\item Funding by and Collaboration with the U.S.-NRC is gratefully acknowledged



%\vspace*{0.1cm}  
%\item U.S.-NRC encourages outside use
%

\end{itemize}

\end{frame}




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\end{document}


