\documentclass[fleqn]{beamer}
%\documentclass[handout]{beamer}
%\usepackage{pgfpages}
%\pgfpagelayout{2 on 1}[letterpaper, border shrink=5mm]

\mode<handout>{\setbeamercolor{background canvas}{bg=black!3}}

\usepackage{epstopdf}

\usepackage{url}
%This is a macro to  convert eps to pdf files on the fly.
% make sure figure syntax uses graphicx syntax NOT epsfig syntax
%from http://mailman.mit.edu/pipermail/macpartners/2005-January/000780.html
% 
% \ifx\pdfoutput\undefined
% % we are running LaTeX, not pdflatex
% \usepackage{graphicx}
% \else
% % we are running pdflatex, so convert .pdf files to .pdf
% \usepackage[pdftex]{graphicx}
% \usepackage{epstopdf}
% \fi
% %*****************************************




% % for not showing eq numbers unless eq is references
% \usepackage[fleqn,tbtags]{mathtools}
% \mathtoolsset{
%   showonlyrefs
%   }

%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% FEI  LOGO definition
\newcommand{\FEI}
{{\sf \uppercase{F}\kern-0.20em\uppercase{E}\kern-0.20em\uppercase{I}}}

% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% % ovo je za cirilicu
% \input vuk.def
% %\newfont{\cyr}{wncyr10 scaled 1200}
% %\newfont{\cyrimena}{wncyb10 scaled 1800}
% %\newfont{\cyrnaslov}{wncyb10 scaled 2600}
% %\newfont{\cyrpodnaslov}{wncyr10 scaled 1400}

\newfont{\cyr}{wncyss10 scaled 1200}
\newfont{\cyrimena}{wncyss10 scaled 2000}
\newfont{\cyrnaslov}{wncyss10 scaled 2800}
\newfont{\cyrpodnaslov}{wncyss10 scaled 1400}

\newfont{\cyn}{wncyss10 scaled 2200}
%% JB sig
\newfont{\cyrjb}{wncyr10 scaled 600}
\newcommand{\JB}
{{\cyrjb \lower0.50ex\hbox{\uppercase{J}}\kern-.58em\hbox{\uppercase{B}}}}
%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%


\setbeamertemplate{navigation symbols}{}
\mode<presentation>
{
%  \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
%  \usetheme{Warsaw}
%  \usetheme{Warsaw}
  \usetheme{Dresden}
    \usecolortheme[RGB={20,0,128}]{structure}

% or ...

  \setbeamercovered{transparent}


%  \setbeamercovered{transparent}
% or whatever (possibly just delete it)
%  \usecolortheme{albatross} % teget sa svetlim slovima
%  \usecolortheme{beetle} % siva pozadina (vrh plav)
% \usecolortheme{seagull} % sivo
%%%%%%%
%  \usecolortheme{BorisJeremic}
%%%%%%%
%  \usecolortheme{rose}
%   \usefonttheme[onlylarge]{structuresmallcapsserif}
%   \usefonttheme{structuresmallcapsserif}
}

\definecolor{mycolor}{rgb}{0,0.08,0.45}%

\usepackage[english]{babel}



\usepackage{amsmath}
\usepackage{mathrsfs}
\usepackage{amsfonts}

\newcommand{\ud}{{\rm d}}


\usepackage{array}



%%%%  HYPERREF  HYPERREF  HYPERREF  HYPERREF  HYPERREF
%%%%  HYPERREF  HYPERREF  HYPERREF  HYPERREF  HYPERREF
\definecolor{webgreen}{rgb}{0, 0.15, 0} % less intense green
\definecolor{webblue}{rgb}{0, 0, 0.15} % less intense blue
\definecolor{webred}{rgb}{0.15, 0, 0} % less intense red
%\usepackage[colorlinks=true,linkcolor=webblue,citecolor=webred,urlcolor=webgreen]{hyperref}

\usepackage{hyperref}
\hypersetup{
  pdfmenubar=true,
  pdftoolbar=true,
  pdfpagemode={None}
}
\usepackage{pause}
% or whatever
%\usepackage{html}
%\usepackage{url}

\usepackage[latin1]{inputenc}
% or whatever
\usepackage{times}
\usepackage[T1]{fontenc}
% Or whatever. Note that the encoding and the font should match. If T1
% does not look nice, try deleting the line with the fontenc.






\title[PRENOLIN \\ November 2013 Meeting]
        {PRENOLIN  \\ November 2013  Meeting}


%\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}}
{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, CA\\
%  and\\ 
  Faculty Scientist, 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 Nice, France}

\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}}




% % Delete this, if you do not want the table of contents to pop up at
% % the beginning of each subsection:
% % \AtBeginSubsection[]
% \setcounter{tocdepth}{2}
%  \AtBeginSubsection[]
% % \AtBeginSection[]
%  {
%    \begin{scriptsize}
%    \begin{frame}<beamer>
%      \frametitle{Outline}
%      \tableofcontents[currentsection,currentsubsection]
% %    \tableofcontents[currentsection]
%    \end{frame}
%    \end{scriptsize}
%  }
% 

% If you wish to uncover everything in a step-wise fashion, uncomment
% the following command:





\begin{document}

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

\begin{frame}
  \titlepage
\end{frame}

%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% 
% \begin{frame}
%   \frametitle{Outline}
% 
%    \begin{scriptsize}
%   \tableofcontents
% % You might wish to add the option [pausesections]
%    \end{scriptsize}
% \end{frame}
% 
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%

% 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.



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


%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
\section{PRENOLIN Questionnaire}




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

\subsection*{PRENOLIN Questionnaire}

%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
\begin{frame}
 \frametitle{Questions and Answers}

\begin{itemize}
  
\item Definition of the cases to be investigated (information on the input and
soil profiles): {\bf it was clear}

\item Were the indications on the computations clear for you? {\bf Yes}


   
\item Additional assumptions required by your particular numerical scheme or
code that was not included in the initial information ? For example,
  \begin{itemize}
    \item  Did  you  perform  some deconvolution of the input signal?  {\bf No (it was forbidden?)},
    although  we  could  use  a full wave field for a much more analytic seismic
    input method
    \item Did you remove the free surface effect on the given input signal before
computing the wave propagation? {\bf No} 
    \item Did you use pressure dependency for the profile of Non-Linear
characteristics  ?    {\bf  Yes},  Pisan{\`o}  model  is  a  full 3D incremental
elastic-plastic material model
  \end{itemize}

\end{itemize}


\end{frame}

%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
\begin{frame}
 \frametitle{Questions and Answers}

\begin{itemize}


\item Was the number of computations too high or reasonable?  {\bf  It was reasonable};
Is it possible to reduce them?  {\bf  No, actually the opposite it true!}; how much time did you spend?  {\bf a bit} 

\item What kind of comparison would you like to see? {\bf full verification and
validation (V\&V) process.}

\item  Did  the  organizers forget something? {\bf This initial effort is good  starting 
point, it   could/should   be   expanded   with  a  hierarchy  of  more
realistic/sophisticated models and their V\&V (comparison is not a verification)}

\item Something you want to highlight (on your results or anything else...):
{\bf There is much more to be done for a full, realistic,
analysis of earthquake soil structure interaction (ESSI) for Nuclear Power Plants.}


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



%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
\begin{frame}
 \frametitle{ESSI Problems: List of Highlights}

\begin{itemize}


\item  Complexity  of  ground  motions  (6D,  body  and  surface  waves, lack of
correlation, etc.)

\item  Inelastic  (elastic-plastic,  damage...) behavior of rock, soil, concrete
(dry  and/or  saturated),  appropriate  modeling  (less  or  more  sophisticated
material models, etc.)


\item  Inelastic behavior of foundation -- soil/rock zone (gaping, slipping, dry
and/or saturated)


\item  Buoyancy effects (for embedded foundations)


\item Timing and location of energy dissipation in ESSI system


\item Base isolation effects

\item   Stochastic/Probabilistic   inelastic   modeling  and  simulations  using
Stochastic Elastic Plastic Finite Element Method



\item Verification and Validation processes and procedures




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





%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
\begin{frame}
 \frametitle{Comments on Models Used}

\begin{itemize}

  \item ESSI Simulator program used (see my  {my web})
  
  \item    3D  solid  finite  elements  (27  node  bricks) used with appropriate
  boundary conditions  (shear beam)


  \item  Pisan{\`o}  material  model,  a 3D incremental elastic plastic bounding
  surface material
  model  with  vanishing  elastic  region. There was no soil  volume change data
  (which  can  make  a  big  difference),  so we assumed soil does not exhibit a
  volume  change  (non-realistic).   Unrealistic damping curves (leveling off for
  higher strains)?


  \item  Finite  element  size,  1m,  so  that  we can pick up to 30Hz, with 2
  quadratic finite elements per wave length, with given stiffness (from $G/G_{max}$ at about 1~\%)


  \item Mesh size effects tested with Ormsby wavelets

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

%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
\begin{frame}
 \frametitle{Comments on Models Used, cont'd.}

\begin{itemize}


  \item No data on rate effects of $G/G_{max}$ and damping curves


  \item Three energy dissipation modes (frictional, viscous, numerical)
    
    \item  For linear elastic models, none of those energy dissipation mechanisms
    were  used!  Results  are given as undamped (initially excited and then free)
    vibrations). This is the best way to perform verification.
    
    \item For visco-elastic models, a small amount of Rayleigh damping was used.
    (as requested by PRENOLIN team)
    
    \item  For  nonlinear  models,  frictional damping (elastic-plastic), with a
    small  amount of viscous damping (within a material model) and a small amount
    of numerical damping (through Newmark integration algorithm) was used.


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

%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
\begin{frame}
 \frametitle{Comments on Models Used, cont'd.}

\begin{itemize}


  \item  Boundary  condition  at  the  bottom: Currently only fixed condition is
  used.  We  could  have  used  a  full  wave  field to have a radiation damping
  (elastic  rock  beneath in full 3D) but that would have required deconvolution
  (development of full wave field) and this was specifically forbidden..

  \item  It  would  be  much  (!)  better to define a complete wave field at the
  bottom  and  then  use  the  Domain  Reduction  Method (DRM) as DRM allows for
  analytic input of seismic motions in 3D!



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


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

\section{Numerical Modeling and Simulation of ESSI}

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

\subsection*{Numerical Modeling and Simulation of ESSI}




%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
\begin{frame}
 \frametitle{Numerical Modeling and Simulation of ESSI}

\begin{itemize}
  \item  {\bf Hypothesis:}   Interplay of  Earthquake, Soil/Rock and  Structure.
  in time and space, plays major role in successes and failures.
  

  \item  {\bf High fidelity} numerical models for accurate     following  of 
  the flow of seismic energy within the soil/rock structure interaction system

  


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

%\vspace*{0.2cm}
     \item {{\bf Validation} provides
   evidence that the correct model is solved.} Physics issue. 

%\vspace*{0.2cm}
   \item {\bf Prediction}:  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 {\bf Low Kolmogorov Complexity}  predictive capabilities 



\end{itemize}


\end{frame}






% 
% 
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% \begin{frame}
%  \frametitle{Role of Verification and Validation}
% 
% 
% \begin{figure}[!h]
% \begin{center}
% \hspace*{-2cm}
% %{\includegraphics[width=5.0cm]{/home/jeremic/tex/works/Conferences/2012/ASME_V_and_V_symposium/presentetation/RoleVV_NEW_knowledge.pdf}}
% {\includegraphics[width=8.5cm]{/home/jeremic/tex/works/Conferences/2011/USNCCM11_Minneapolis/Coupled/Present/VandV_ODEN.jpg}}
% \hspace*{-2cm}
% \end{center}
% \end{figure}
% 
% {Oden et al.}
% %{Oberkampf et al. \hspace*{4cm}  Oden et al.}
% %
% %\item Models available (some now, some later)
% %\vspace*{-2.0cm}
% \end{frame}
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% 
% 
% 
% % %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% \begin{frame}
%  \frametitle{Validation and Application Domains --  No Overlap}
% 
%      
% %\vspace*{0.3cm}
% 
% \begin{figure}[!h]
% \begin{center}
% %\vspace*{-2.5cm}
% {\includegraphics[width=4.0cm]{/home/jeremic/tex/works/Presentation/2004/VandV/VPI03.pdf}}
% %\vspace*{-5.0cm}
% \end{center}
% \end{figure}
% 
% %\vspace*{-0.5cm}
% 
% \begin{itemize}
%  \item  Inference  $\Rightarrow$ probabilistic modeling and numerical
%  simulation (deterministic is a special case)
% %  %  \item  Validation domain is actually an aggregation of tests and thus might not
% %  %  be convex (bifurcation of behavior)
% %   \item Current experiments $\Rightarrow$ non--overlapping validation and
% %   application domains
% %  % \item We have to rely on {\bf Modeling} and {\bf Numerical Simulation}
% \end{itemize}
% 
% \end{frame}
% 
% 


%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
\begin{frame}
 \frametitle{Uncertainty in Modeling}

\begin{itemize}

%\vspace*{0.3cm}
  \item  Simplified (or inadequate/wrong) modeling:  important  features    are 
  missed (seismic ground motions, uncertainty in material modeling etc.)

%\vspace*{0.2cm}
  \item  Introduction of uncertainty and  (unknown) lack of accuracy in results due
  to    use    of    un-verified    simulation tools (software quality, numerics
  artifacts, etc.)

%\vspace*{0.2cm}
  \item  Introduction of uncertainty and  (unknown) lack of accuracy in results due
  to    use  of  un-validated  models  (lack of validation experiments)
%    (still    missing  data, experiments under
%  uncertainty, for more see below)

\item Example:
  \begin{itemize}
     \item {Complexity of and uncertainty in ground motions}
     \item   {Complexity  of  and  uncertainty  in  material  modeling  (spatial
     variability, testing errors, transformation errors)}
  \end{itemize}

\end{itemize}
\end{frame}




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

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


%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
\begin{frame}
\frametitle{Stress Test Ground Motions: Ormsby Wavelet}


\begin{figure}[!hbpt]
%\vspace*{-1.4cm}
\begin{center}
%\hspace*{12mm}
{\includegraphics[width=5.0cm]{/home/jeremic/tex/works/Conferences/2013/PRENOLIN/Presentation/Ormsby_time_domain.jpeg}}
%\hspace*{12mm}
{\includegraphics[width=5.0cm]{/home/jeremic/tex/works/Conferences/2013/PRENOLIN/Presentation/Ormsby_frequency_domain.jpeg}}
%\hspace*{12mm}
\end{center}
\end{figure}



\end{frame}




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





%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
\begin{frame}
\frametitle{Mesh Size Effects Analysis Results}
\begin{center}
\begin{figure}
 \includegraphics[scale=0.40]{/home/jeremic/tex/works/Conferences/2013/NRC_Short_Course_May2013/Present/Present03_img/Vs1000_15Hz_10m.eps}
\end{figure}
{\small (Case 1, Vs = 1000 m/s, Cutoff Fq. = 15 Hz, E. Size = 10 m)}
\end{center}
\end{frame}


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

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



\frametitle{SPT Based Determination of Shear Strength}




\begin{figure}[!hbpt]
\begin{center}
% 
\includegraphics[width=5.0truecm]{/home/jeremic/tex/works/Papers/2008/JGGE-GoverGmax/figures/ShearStrength_RawData_and_MeanTrend-Mod.pdf}
\hfill
\includegraphics[width=5.0truecm]{/home/jeremic/tex/works/Papers/2008/JGGE-GoverGmax/figures/ShearStrength_Histogram_PearsonIV-FineTuned-Mod.pdf}
%
\end{center}
\end{figure}                                                          

\vspace*{-0.3cm}
Transformation of SPT $N$-value $\rightarrow$ un-drained shear
strength, $s_u$ (cf. Phoon and Kulhawy (1999B)

Histogram  of  the  residual  
(w.r.t  the  deterministic transformation
equation) un-drained strength, 
along with fitted probability density function 
(Pearson IV)
\end{frame}


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



\frametitle{SPT Based Determination of Young's Modulus}


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

\vspace*{-0.3cm}
 Transformation of SPT $N$-value $\rightarrow$ 1-D Young's modulus, $E$ (cf. Phoon and Kulhawy (1999B))

 Histogram of the residual (w.r.t the deterministic transformation equation) Young's modulus, along with fitted probability density function

\end{frame}


























             
%              
%  %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%  %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%  
%  \begin{frame}
%  \frametitle{ESSI Simulator System}
%  
%  ESSI    Simulator    System,    a   US-NRC,  CNSC,  US-NSF and US-DOE project to
%  develop  realistic earthquake soil structure interaction modeling and simulation
%  capabilities:
%  
%  \begin{itemize}
%  
%  \item {\bf The ESSI-Program} is a 3D, nonlinear, time domain, 
%  parallel finite element program specifically developed for
%  High Fidelity modeling  and  simulation  of  Earthquake  Soil/Rock  Structure
%  Interaction problems on 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 (ESSI-Program). Significant effort is devoted to development
%  %of  verification  and  validation  procedures,  as  well  as  on  development of
%  %extensive  documentation.  ESSI-Program  is  in  public  domain  and is licensed
%  %through the Lesser GPL.
%  
%  %\vspace*{0.3cm}
%  \vspace*{0.1cm}
%  \item {\bf The 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}
%  \vspace*{0.1cm}
%  \item    {\bf        The    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 ESSI
%  problems.
%  %
%  %the
%  %ESSI-Program  code  API (application Programming Interface) and DSLs (Domain
%  %Specific Language).
%  %%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}
%  
%  
%  
%  
%  
%  %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%  %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%  \begin{frame}
%  
%  
%  
%  
%  \frametitle{ESSI Simulator System: Modeling Status}
%  
%  
%  \begin{itemize}
%  
%    \item Analytic input of 6D ground motions
%  
%    \item  Inelastic soil (single and dual phase), rock, concrete,
%    steel
%  
%    \item Inelastic foundation -- soil/rock contact zone (slip and gap, dry and saturated)
%  
%    \item Buoyancy effects with pumping 
%  
%    \item Piles (single and groups)
%  
%    \item   Base   isolation  effects  (isolators,  dampers,  rubber  (natural  or
%    neoprene), frictional pendulum)
%  
%  
%  
%    \item    Uncertainties   in material (LHS) and  earthquakes  (RHS): Stochastic
%    Elastic Plastic Finite Element Method
%  
%    \item High performance sequential and parallel computing
%  
%    \item Verification and Validation procedures and processes 
%  
%    \item Documentation, extensive
%  
%  \end{itemize}
%  
%  
%  
%  
%  \end{frame}
%  
%  



%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
\begin{frame}
\frametitle{Final Goal?}


\begin{figure}[!hb]
\begin{flushleft}
%\vspace*{-0.3cm}
\hspace*{-3mm}
\includegraphics[width=2.0cm]{/home/jeremic/tex/works/Thesis/BabakKamrani/NPP_model_01/mesh08.jpeg}
%\hspace*{-3mm}
\includegraphics[width=1.0cm]{/home/jeremic/tex/works/Thesis/BabakKamrani/NPP_model_01/mesh01.jpeg}
%\hspace*{-3mm}
\includegraphics[width=2.0cm]{/home/jeremic/tex/works/Thesis/BabakKamrani/NPP_model_01/mesh05.jpeg}
\hspace*{-3mm}
\label{ModelMesh01}
\end{flushleft}
\end{figure}

\vspace*{-1.9cm}

%
\begin{figure}[!hb]
\begin{flushright}
%\vspace*{-0.3cm}
\includegraphics[width=4.0cm]{/home/jeremic/tex/works/consulting/2013/CNSC/ProgressReports/Progress_report_02_figs/single-NPP-FEM-model.jpg}
\includegraphics[width=6.5cm]{/home/jeremic/tex/works/consulting/2013/CNSC/ProgressReports/Progress_report_02_figs/double-NPP-FEM-model.jpg}
\hspace*{-5mm}
\label{DoubleNPPModel}
%\caption{General disposition of a representative 3D NPP model.}
\end{flushright}
\end{figure}
%\vspace*{2.0cm}




\end{frame}
%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
             
             
             
             
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
\begin{frame}
\frametitle{UCD/LBNL Team}

\begin{itemize}

 \item Federico Pisan{\` o} (development and calibration of elastic-plastic $G/G_{max}$
 Pisan{\`o} model),
 
 \item Chang-Gyun Jeong (development of elastic FEM models and pre- and
 post-processing scripts),
 
 \item Kohei Watanabe (development of elastic-plastic FEM models),
 
 \item Nima Tafazzoli (Pisano model implementation review and improvements),
 
 \item Jose Antonio Abell Mena (review),
 
 \item  Boris  Jeremi{\' c}  (system  and  model development, lead/guidance,  
 compilation, review, documentation)

\end{itemize}





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


\end{document}

