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




\title{High Performance, High Fidelity \\
       Modeling and Simulation of \\
       Earthquake-Soil-Structure Interaction for \\
       Nuclear Power Industry }


%\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.
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\pgfdeclareimage[height=0.7cm]{lbnl-logo}{/home/jeremic/BG/amblemi/lbnl-logo}

\author[Jeremi{\'c}] % (optional, use only with lots of authors)
{Boris~Jeremi{\'c}}
%{Boris~Jeremi{\'c},  Nima  Tafazzoli,  Babak Kamrani, Panagiota Tasiopoulou and
%Chang-Gyun Jeong}
% - Give the names in the same order as the appear in the paper.
% - Use the \inst{?} command only if the authors have different
%   affiliation.


%\institute[Computational Geomechanics Group \hspace*{0.3truecm}
\institute[Computational Geomechanics Group\hspace*{0.1truecm}\pgfuseimage{university-logo}\hspace*{0.1truecm}\pgfuseimage{lbnl-logo}] % (optional, but mostly needed)
{ Professor, University of California, Davis\\
%  and\\ 
  Faculty Scientist, Lawrence Berkeley National Laboratory, Berkeley }
% - Use the \inst command only if there are several affiliations.
% - Keep it simple, no one is interested in your street address.


\date[] % (optional, should be abbreviation of conference name)
{\small NEES Quake Summit, \\
        Buffalo, NY, \\
        June 2011}

\subject{}
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%   you think necessary.
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%   just say so once. Everybody will be happy with that.














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\section{Introduction}
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\subsection{Introduction}


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\begin{frame}
\frametitle{The Problem: ESSI Modeling}

\begin{itemize}

%\item High fidelity modeling and simulation, low Kolmogorov complexity and modeling uncertainty

\item  Seismic waves: 6D (3 translations, 3 rotations), Inclined, Body
(P  and  S) and Surface (Love and Rayleigh) waves, Uncorrelated (incoherent),
frequency range ($0.1$Hz -- $50$Hz)

%   \begin{itemize}
%     \item Six dimensional (6D), 
%     \item Inclined, 
%     \item Body (P and S) waves
%     \item Surface    (Love    and   Rayleigh)  waves,  
%     \item Uncorrelated (incoherent),
%     \item frequency range ($0.1$Hz -- $50$Hz)
%   \end{itemize}

\vspace*{0.4cm}
\item  Material behavior  (soil,  rock,  concrete,  metal,
seismic isolation elements, foundation interface zones...): elastic,
elastic-plastic, elastic-damage-plastic

\vspace*{0.4cm}
\item Geometries: solids, structures, components and interfaces


%\item High fidelity modeling and simulation, low Kolmogorov complexity and modeling uncertainty



%\item High performance computing
%
%\item Parallel,  low cost, off the shelf computers 


\end{itemize}

\end{frame}


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\begin{frame} 
%\frametitle{Project Requirements}
\frametitle{ESSI Modeling and  Simulation Requirements}

\begin{itemize}

\item High fidelity modeling and high performance simulation


\item Reduction of modeling uncertainty 
%and Kolmogorov complexity 

%
%%\vspace*{0.2cm}
%\item High fidelity modeling and simulation, 

%\vspace*{0.2cm}
\item High performance (parallel) computing

%\vspace*{0.2cm}
\item  Nonlinear,  time  domain  finite  element  modeling  and    simulation of
Earthquake  -- Soil/Rock -- Structure Interaction (ESSI) of Nuclear Power Plants
(NPPs)

%\vspace*{0.2cm}
\item Quality Assurance (QA): Verification and Validation


%\vspace*{0.2cm}
\item Education: seminars, lecture notes, advising


%\vspace*{0.2cm}
\item    Documentation:   theory,   formulation,   implementation,   Application
Programming Interface (API), verification and validation examples, case studies


\end{itemize}

\end{frame}




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\begin{frame}
%\frametitle{Project Goals}
\frametitle{ESSI Modeling and  Simulation Goals}
             
\begin{itemize}


\vspace{3mm}
\item  Develop modeling and simulation system for high 
fidelity modeling and high performance
simulation of ESSI for NPPs

   \begin{itemize}
     \item Software (GPL, LPGL)
     \item Hardware (off the shelf, customized architecture)
     \item Education (most important)
     \item Documentation (extensive, CC license)
   \end{itemize}


\vspace{3mm}
\item The NRC ESSI Simulator


\vspace{3mm}
\item  The NRC  ESSI  Simulator is developed for US-NRC, however,
it is in public domain

\end{itemize}

\end{frame}




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\section{NRC ESSI Simulator}




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\subsection{Software and Hardware Components}




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

\begin{itemize}

\item Based on a Collection of Useful Libraries

%\vspace*{0.3cm}
\vspace*{0.2cm}
\item Public Domain License (GPL, LGPL)

%\vspace*{0.3cm}
\vspace*{0.2cm}
\item Verification: code, methods and models

\vspace*{0.2cm}
\item Validation, uncertainties

\vspace*{0.2cm}
\item Documentation: theory, formulation, verification, 
validation, examples, 
Application Programming Interface (API), 
Creative Commons (CC)
%
%(for internal (UCD, US-NRC) and external use)


\vspace*{0.2cm}
\item Education, ensures continuation 

\end{itemize}

\end{frame}

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\begin{frame} 

\frametitle{NRC ESSI Simulator Program: Library Centric Design}


%Levels of abstraction
 
 \begin{itemize}
 

    \item  Finite  element libraries:  solids  (8,  20,  27, variable \# of nodes), beams
    (displacement  based),  shell,  contact/interface,  seismic isolator, single
    phase (dry), two/three phase (fully/partially saturated, fully coupled)
    
    \item  Material  model  libraries:  elastic (isotropic, anisotropic, linear,
    nonlinear), elastic-plastic (various for soil/rock/concrete/metal)

%   \item  A  full 3D, non-linear Earthquake-Soil-Structure Interaction program,
%   computer and documentation system


    \item Plastic Domain Decomposition (PDD)  for Parallel Computing

    \item            MOSS    library: 
    Modified  OpenSees Services (MOSS):
    changed (for PDD), trimmed, reorganized, API-ed 
    
\end{itemize}

\end{frame}

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\begin{frame} 

\frametitle{NRC ESSI Simulator Program: Library Centric Design}


%Levels of abstraction
 
 \begin{itemize}
 

\vspace*{2mm}
    \item Numerical utility libraries (BLAS, lapack, nDarray, L-Tensor...)

\vspace*{2mm}
    \item Solver libraries (UMFPACK, PETSc,...)

\vspace*{2mm}
    \item Graph libraries (ParMETIS, ZOLTAN)

\vspace*{2mm}
    \item Template meta-programming 

\vspace*{2mm}
    \item Domain Specific Language (DSL) library

\vspace*{2mm}
    \item    Management:  API,  V\&V, regression testing,  documentation, (L)GPL, subversion for code
    management (number of developers and users)



%    \item Verification, Validation, Educational, and Real NPPSSS  Examples library


 \end{itemize}

\end{frame}
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\begin{frame}
\frametitle{Plastic Domain Decomposition Method}

\begin{itemize}

  \item Dynamic computational load (re-)balancing based on 
    \begin{itemize}
      \item Computer node(s) performance
      \item Network(s) performance
    \end{itemize}

  \item  Optimally  efficient on variable  capability computer nodes and 
  multiple interconnect networks:
  \begin{itemize}
    \item Tightly connected  HPC  \\
          parallel  machines  (DMP)
    \item Multiple CPUs / multiple \\
          core HPC  machines (SMP)
    \item  Tightly  connected  cluster \\
           (DMP)  of clusters (SMP) \\
           (NRC ESSI Simulator Computer) \\
    \item  Loosely  connected  collection  of  \\
          virtual machines (cloud)
    
%    , although
%    clouds are not currently designed/made for HPC, just for embarrassingly parallel jobs)
  \end{itemize}
%
%  \item Work on Probabilistic Plastic Domain Decomposition

\end{itemize}

\vspace*{-4.3cm}
\begin{flushright}
\includegraphics[width=5cm]{/home/jeremic/tex/works/Thesis/GuanzhouJie/thesis/Verzija_Februar/Images/TransientSpeedup.pdf}
\hspace*{-0.7cm}
\end{flushright}



\end{frame}



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

\begin{itemize}


\item  Dual network (MPI and PFS) cluster of compute nodes
(Distributed Memory Parallel, DMP)

%\vspace*{0.2cm}
\item Each compute node consists of multiple CPUs/cores (Shared Memory Parallel,
SMP, but used as DMP)

%\vspace*{0.2cm}
\item Use of General Purpose Graphical Processor Units (GPGPU)

\item High availability (I'm root)

\item Secure (US-NRC...)
%(intermittent connection to the Internet

\item Locally designed and maintained (exportable)


%\vspace*{0.2cm}
\item Documentation (hardware, system software, system libraries) 
(internal UCD, US-NRC and external use)

\end{itemize}



\end{frame}
















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\subsection{Methodology}






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\begin{frame}
%\frametitle{Program Development, Documentation, Verification and Validation Examples}
\frametitle{Development Process Management}

\begin{itemize}

\vspace*{0.3cm}
\item  Program  libraries  peer reviewed,
% important for external contributors

\vspace*{0.2cm}
\item Documentation (extensive), 
      verification and 
      validation examples required

\vspace*{0.3cm}
\item Application Program 
     Interface (API)

\vspace*{0.3cm}
\item Focus on US-NRC and 
      UCD  contributions and needs

%\vspace*{0.2cm}
%\item Nuclear industry contributions
%     and needs 


\vspace*{0.3cm}
\item Public domain libraries source code, documents (GPL, LGPL and CC)


\end{itemize}

\end{frame}



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%\subsection{Verification and Validation Procedures}

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\begin{frame}
\frametitle{Development Process: 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}

\item  Elements (tests: patch, aspect ratio, ... )

\item  Constitutive  simulations  (integration  error,  bounds test, localization
condition, ...)

\item   Finite   element   level   static   and  dynamic  solution  advancement
(integration) algorithms (analytic solution tests, ...)

\item System of equations solvers (error, ...)

\item Wave propagation (seismic motion input and radiation, 
energy dissipation, flat frequency modification, ...)

\end{itemize}


\end{frame}


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\begin{frame}
\frametitle{Development Process: 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  Component  validation  (material  modeling,  vibration  analysis, soil
   pressures,  ...)
   \begin{itemize}
   
     \item Constitutive (material) behavior
     \item Component dynamics
     \item Contact/interface behavior
     \item Energy dissipation characteristics

   \end{itemize}


\vspace*{0.2cm}
   \item Complete system validation
   \begin{itemize}
   
     \item Lotung LSST tests
     \item Kashiwazaki-Kariwa NPP data (IAEA KARISMA project)
     \item Fukushima-Daiichi NPP data
     \item NEES data (?)

   \end{itemize}

 \end{itemize}


\end{frame}










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\begin{frame}
\frametitle{Education and Documentation}

\begin{itemize}

\vspace*{0.3cm}
\item Lecture Notes
  \begin{itemize}
    \item Theory and formulation
    \item Implementation (literate programming, API)
    \item Application Programming Interface
    \item Verification examples
    \item Validation examples
    \item Practical examples
  \end{itemize}


\vspace*{0.3cm}
\item Seminars (US-NRC, IAEA, Nuclear Industry...)




% http://creativecommons.org/
% http://en.wikipedia.org/wiki/Creative_Commons




\end{itemize}

\end{frame}



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\section{Case Studies}





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\subsection{Case Studies}

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\begin{frame}
\frametitle{Real(istic)  Seismic Waves and NPP Response}

\begin{itemize}
\item  Surface (Love and
Rayleigh) and body waves (P  and S) (six dimensional, 6D,
3 translations, 3 rotations) 


\vspace*{0.2cm}
\item Lack of correlation modeling (incoherence) 

\vspace*{0.2cm}
\item Inclined wave field(s)


\vspace*{0.2cm}
\item Influence of soil/rock variability and uncertainty on seismic motions


\end{itemize}

\end{frame}

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\begin{frame}
\frametitle{Inelastic Foundation-Soil/Rock Interface}

\begin{itemize}

\item Soil/rock -- foundation interface slip behavior

\vspace*{0.3cm}
\item  Changes in ESSI: reduction/increase in demand

\vspace*{0.3cm}
\item Dissipation of seismic energy in a slip zone

\vspace*{0.3cm}
\item Passive (and active) base isolation

\end{itemize}

\end{frame}


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\subsection{Earthquakes and Shake-Out}

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\begin{frame}
\frametitle{Early Examples}


\vspace*{-0.5cm}
\begin{figure}[!h]
\begin{center}
\includegraphics[width=3.5cm]{/home/jeremic/tex/works/consulting/2010/CanadianNuclearSafetyComission/ModelPlots/FreeFieldModel01.jpeg}
\includegraphics[width=3.5cm]{/home/jeremic/tex/works/consulting/2010/CanadianNuclearSafetyComission/ModelPlots/VisIt_Mesh_Surface/NPP_surface01.jpeg}
\includegraphics[width=3.5cm]{/home/jeremic/tex/works/consulting/2010/CanadianNuclearSafetyComission/ModelPlots/VisIt_Mesh_Excavated/NPP_embedded02.jpeg}
%
%
%{\includegraphics[width=3.0cm]{/home/jeremic/tex/works/Conferences/2011/NRC_LBNL_Review_Panel_Feb2011/Case_study_model/FreeFieldModel01.jpeg}}
%{\includegraphics[width=3.0cm]{/home/jeremic/tex/works/Conferences/2011/NRC_LBNL_Review_Panel_Feb2011/Case_study_model/visit0003.jpeg}}
%{\includegraphics[width=3.0cm]{/home/jeremic/tex/works/Conferences/2011/NRC_LBNL_Review_Panel_Feb2011/Case_study_model/visit0002.jpeg}}
\end{center}
\end{figure}


\vspace*{-1.5cm}
\begin{figure}[!h]
\begin{center}
\includegraphics[width=3.5cm]{/home/jeremic/tex/works/consulting/2010/CanadianNuclearSafetyComission/Reports/NPP_surface_containment/Comparison/Base_Node_fft_frequency_log_Case_1_2_4_8_X.pdf}
\includegraphics[width=3.5cm]{/home/jeremic/tex/works/consulting/2010/CanadianNuclearSafetyComission/Reports/NPP_surface_containment/Comparison/Top_Node_fft_frequency_log_Case_1_2_4_8_X.pdf}
\includegraphics[width=3.5cm]{/home/jeremic/tex/works/consulting/2010/CanadianNuclearSafetyComission/Reports/NPP_surface_internal/Comparison/Top_Node_fft_frequency_log_Case_1_2_4_8_X.pdf}
\end{center}
\end{figure}



\vspace*{-1.5cm}
\begin{figure}[!h]
\begin{center}
 \includegraphics[width=3.5cm]{/home/jeremic/tex/works/consulting/2010/CanadianNuclearSafetyComission/Reports/NPP_embedded_containment/Comparison/Base_Node_fft_frequency_log_Case_1_2_4_8_X.pdf}
 \includegraphics[width=3.5cm]{/home/jeremic/tex/works/consulting/2010/CanadianNuclearSafetyComission/Reports/NPP_embedded_containment/Comparison/Top_Node_fft_frequency_log_Case_1_2_4_8_X.pdf}
 \includegraphics[width=3.5cm]{/home/jeremic/tex/works/consulting/2010/CanadianNuclearSafetyComission/Reports/NPP_embedded_internal/Comparison/Top_Node_fft_frequency_log_Case_1_2_4_8_X.pdf}
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\frametitle{Shake Out: Stress Test NPP Soil-Structure System}


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\item   Synthetic   ground  motions: \\
emphasize  soil-structure \\
system weakness
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{\includegraphics[width=5.0cm]{/home/jeremic/tex/works/Conferences/2011/NEES_annual_meeting/Presentation/NPP_shakeout.pdf}}
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\item  Variations in input  angle, input  orientation, input energy...


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\begin{figure}[!h]
\begin{center}
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{\includegraphics[width=7.0cm]{/home/jeremic/tex/works/Conferences/2011/NRC_LBNL_Review_Panel_Feb2011/Ormsby_timehistory.pdf}}
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{\includegraphics[width=7.0cm]{/home/jeremic/tex/works/Conferences/2011/NRC_LBNL_Review_Panel_Feb2011/Ormsby_FFT.pdf}}
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\section{Summary and Conclusions}


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\frametitle{Summary and Conclusions}


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\item Importance of reducing modeling uncertainty
 
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\item High fidelity modeling and high performance simulations

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\item   Education   and   Documentation  crucial  (UCD,  US-NRC,  IAEA,  Nuclear
Industry,...

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\item  Significant  number  of  very  interesting technical issues with NPPs for
research. licensing and professional practice








 
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\frametitle{Acknowledgment}


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\item Collaboration with and support by  Drs. Kammerer and Budnitz is much appreciated

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\item Students: Nima  Tafazzoli,  Babak Kamrani and Chang-Gyun Jeong



 
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\end{document}


