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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
\usepackage[absolute,overlay]{textpos}
%% 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
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% /usr/share/texmf/tex/latex/misc)
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% \usetheme{Singapore} % ima sadrzaj i tackice gore
% \usetheme{Antibes} % ima sadrzaj gore i kao graf ...
% \usetheme{Berkeley} % ima sadrzaj desno
% \usetheme{Berlin} % ima sadrzaj gore i tackice
% \usetheme{Goettingen} % ima sadrzxaj za desne strane
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% colorlinks=true,
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% pdftex]{hyperref}
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% 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]
{Deterministic and/or Probabilistic, Time Domain, Nonlinear, Inelastic
Earthquake Soil Structure Interaction, ESSI Modeling and Simulation}
%\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\\
{ University of California, Davis, 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 SMiRT26, Potsdam, Germany\\
July 2022}
\subject{}
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% out.
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%\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}{3}
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{
\begin{scriptsize}
\begin{frame}
\frametitle{Outline}
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\begin{document}
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\begin{frame}
\titlepage
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\begin{frame}
\frametitle{Outline}
\begin{scriptsize}
\tableofcontents
% You might wish to add the option [pausesections]
\end{scriptsize}
\end{frame}
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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{Motivation}
\subsection{\ }
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\begin{frame}
\frametitle{Motivation}
\begin{itemize}
%\vspace*{0.3cm}
\item[] Improve modeling and simulation of nuclear installations
% \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*{2mm}
\item[] Reduction of modeling uncertainty
\vspace*{2mm}
\item[] Choice of analysis level of sophistication
\vspace*{2mm}
\item[] One of two levels of sophistication above target
\vspace*{2mm}
\item[] Goal: Predict and Inform
\vspace*{2mm}
\item[] Engineer needs to know!
%
%
%
% \vspace*{1mm}
% \item[] Follow the flow, input and dissipation, of seismic energy,
% \vspace*{1mm}
% \item[]
% %System for
% {\bf Real}istic modeling and simulation of
% {\bf E}arthquakes and/or
% {\bf S}oils and/or
% {\bf S}tructures and their
% {\bf I}nteraction:\\
% Real-ESSI
% \hspace*{5mm}
% \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{Dedication}
% Thick fbox lines
\setlength{\fboxrule}{1.8pt}
\vspace*{5mm}
\noindent
\framebox{Robert P. Kennedy, 1939-2018}
%\hspace*{5mm}
\vspace*{-18mm}
\begin{flushright}
\includegraphics[height=15mm]{/home/jeremic/tex/works/lecture_notes_SOKOCALO/Figure-files/_Chapter_Dedication_Photos/Robert_P_Kennedy/Robert_P_Kennedy_07Dec2018.jpg}
\end{flushright}
\vspace*{-1mm}
\noindent
"Response of a soil structure system
is nonlinear, and I would really
like to know what that response is!"
%\vspace*{1mm}
%\noindent
%"There are engineers and then there are Engineers!"
\vspace*{12mm}
\noindent
\fbox{Neboj{\v s}a Orbovi{\' c}, 1962-2021}
%\hspace*{7mm}
\vspace*{-15mm}
\begin{flushright}
\includegraphics[width=18mm]{/home/jeremic/tex/works/lecture_notes_SOKOCALO/Figure-files/_Chapter_Dedication_Photos/Nebojsa_Orbovic/Nebojsa_Orbovic_26Feb2016.jpg}
\end{flushright}
%\noindent
%"As an engineer, I have to know, \\
%with good accuracy, what will happen \\
%to the structure during loading, \\
%hence numerical analysis and \\
%verification and validation for \\
%numerical analysis is really important"
\vspace*{-1mm}
\noindent
"As an engineer, I have to know what are response sensitivities
to modeling choices and model parameters."
% back to standard fbox lines
\setlength{\fboxrule}{0.2pt}
\end{frame}
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%
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% \begin{frame}
% \frametitle{Hypothesis}
%
% \begin{itemize}
%
%
%
% %\vspace*{0.5cm}
% \item[-] Interplay of the Earthquake, Soil/Rock and Structure in time
% domain, plays a major role in successes and failures
%
%
% \vspace*{3mm}
% \item[-] Timing and spatial location of energy dissipation determines location
% and amount of damage
%
% \vspace*{3mm}
% \item[-] If timing and spatial location of the energy dissipation
% can be controlled (directed),
% we could optimize soil structure system for
% \begin{itemize}
% \item[-] Safety
% \item[-] Economy
% \end{itemize}
%
% \end{itemize}
% \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, porous solid-pore fluids, solids/structures-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}
% % %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%
%
%
%
%
%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
\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{Goal: Reduction of Modeling Uncertainty}
%
% \begin{itemize}
%
%
% \item[-] Modeling Uncertainty: introduced with unnecessary and
% unrealistic modeling simplification
%
% \vspace*{2mm}
% \item[-] Simplified (or inadequate/wrong) modeling: important features are
% missed (3C (6C) seismic ground motions, inelasticity, etc.)
%
% \vspace*{2mm}
% \item[-] Modeling simplifications are justifiable if one, two or higher
% level sophistication model demonstrates that features being simplified out
% are not important
%
%
% \vspace*{2mm}
% \item[-] Use of HPC for low modeling uncertainty and direct probabilistic
% modeling and simulations
%
%
%
% \end{itemize}
% \end{frame}
%
%
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% \begin{frame}
% \frametitle{Fully Coupled Formulation, u-p-U}
%
% %
% %
% \begin{small}
% \begin{eqnarray}
% \hspace*{-13mm}
% \left[ \begin{array}{ccc}
% (M_s)_{KijL} & 0 & 0 \\
% 0 & 0 & 0 \\
% 0 & 0 & (M_f)_{KijL}
% \end{array} \right]
% \left[ \begin{array}{c}
% \ddot{\overline{u}}_{Lj} \\
% \ddot{\overline{p}}_N \\
% \ddot{\overline{U}}_{Lj}
% \end{array} \right]
% +
% \left[ \begin{array}{ccc}
% (C_1)_{KijL} & 0 & -(C_2)_{KijL} \\
% 0 & 0 & 0 \\
% -(C_2)_{LjiK} & 0 & (C_3)_{KijL} \\
% \end{array} \right]
% \left[ \begin{array}{c}
% \dot{\overline{u}}_{Lj} \\
% \dot{\overline{p}}_N \\
% \dot{\overline{U}}_{Lj}
% \end{array} \right]
% \nonumber
% \\
% +
% \left[ \begin{array}{ccc}
% (K^{EP})_{KijL} & -(G_1)_{KiM} & 0 \\
% -(G_1)_{LjM} & -P_{MN} & -(G_2)_{LjM} \\
% 0 & -(G_2)_{KiL} & 0
% \end{array} \right]
% \left[ \begin{array}{c}
% \overline{u}_{Lj} \\
% \overline{p}_M \\
% \overline{U}_{Lj}
% \end{array} \right]
% =
% \left[ \begin{array}{c}
% \overline{f}_{Ki}^{solid} \\
% 0 \\
% \overline{f}_{Ki}^{fluid}
% \end{array} \right] \nonumber
% %\\
% %\label{68}
% \end{eqnarray}
% \end{small}
% %
% %
% %
% \end{frame}
% % %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%
%
%
%
%
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% \begin{frame}
% \frametitle{Fully Coupled Formulation, u-p-U}
%
% %
% %
% %
% %
% %
% \begin{eqnarray}
% \hspace*{-10mm} (M_s)_{KijL}&=&\int_{\Omega} H_K^u (1-n) \rho_s \delta_{ij} H_L^u d\Omega
% \hspace*{5mm} (M_f)_{KijL}=\int_{\Omega} H_K^U n \rho_f \delta_{ij} H_L^U d\Omega \nonumber\\
% \hspace*{-10mm} (C_1)_{KijL}&=&\int_{\Omega} H_K^u n^2 k_{ij}^{-1} H_L^u d\Omega
% \hspace*{5mm} (C_2)_{KijL}=\int_{\Omega} H_K^u n^2 k_{ij}^{-1} H_L^U d\Omega \nonumber\\
% \hspace*{-10mm} (C_3)_{KijL}&=&\int_{\Omega} H_K^U n^2 k_{ij}^{-1} H_L^U d\Omega
% \hspace*{5mm} (K^{EP})_{KijL}=\int_{\Omega} H_{K,m}^u D_{imjn} H_{L,n}^u d\Omega \nonumber\\
% \hspace*{-10mm} (G_1)_{KiM}&=&\int_{\Omega} H_{K,i}^u (\alpha-n) H_M^p d\Omega
% \hspace*{5mm} (G_2)_{KiM}=\int_{\Omega} n H_{K,i}^U H_M^p d\Omega \nonumber\\
% \hspace*{-10mm} P_{NM}&=&\int_{\Omega} H_N^p \frac{1}{Q} H_M^p d\Omega \nonumber
% \end{eqnarray}
% %
% %
% %
% %
% %\newpage
%
% % \begin{eqnarray}
% % \overline{f}_{Ki}^{solid}&=&(f_1^u)_{Ki}-(f_4^u)_{Ki}+(f_5^u)_{Ki} \nonumber\\
% % \overline{f}_{Ki}^{fluid}&=&-(f_1^U)_{Ki}+(f_2^U)_{Ki} \nonumber\\
% % (f_1^u)_{Ki}&=&\int_{\Gamma_t} H_K^u n_j \sigma_{ij}^{''} d\Gamma \nonumber\\
% % (f_4^u)_{Ki}&=&\int_{\Gamma_p} H_K^u (\alpha-n) n_i p d\Gamma \nonumber\\
% % (f_5^u)_{Ki}&=&\int_{\Omega} H_K^u (1-n) \rho_s b_i d\Omega \nonumber\\
% % (f_1^U)_{Ki}&=&\int_{\Gamma_p} n H_K^U n_i p d\Gamma \nonumber\\
% % (f_2^U)_{Ki}&=&\int_{\Omega} n H_K^U \rho_f b_i d\Omega
% % \label{69}
% % \end{eqnarray}
% %
%
% %
% \end{frame}
% % %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%
%
%
%
% % %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% % \begin{frame}
% %
% % \frametitle{Energy Dissipation Control Mechanisms}
% %
% % \begin{figure}[!H]
% % %\hspace*{-10mm}
% % \includegraphics[width=3.4cm]{/home/jeremic/tex/works/Thesis/HanYang/Files_Energy_dissipation_01Dec2017/case_plasticity.pdf}
% % \includegraphics[width=3.4cm]{/home/jeremic/tex/works/Thesis/HanYang/Files_Energy_dissipation_01Dec2017/case_Rayleigh.pdf}
% % \includegraphics[width=3.4cm]{/home/jeremic/tex/works/Thesis/HanYang/Files_Energy_dissipation_01Dec2017/case_Newmark.pdf}
% % \end{figure}
% %
% %
% % % \hspace*{10mm} Numerical \hspace*{20mm} Viscous \hspace*{20mm} Plasticity
% % \hspace*{10mm} Plasticity \hspace*{20mm} Viscous \hspace*{20mm} Numerical
% %
% %
% %
% % \end{frame}
% %
% % %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%
%
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% \begin{frame}
%
% \frametitle{Energy Dissipation Control}
%
% \begin{figure}[!H]
% %\hspace*{-10mm}
% % \includegraphics[width=3cm]{/home/jeremic/tex/works/Thesis/HanYang/Files_Energy_dissipation_01Dec2017/case_a.pdf}
% % \includegraphics[width=3cm]{/home/jeremic/tex/works/Thesis/HanYang/Files_Energy_dissipation_01Dec2017/case_b.pdf}
% \includegraphics[width=9cm]{/home/jeremic/tex/works/Thesis/HanYang/Files_Energy_dissipation_01Dec2017/case_g.pdf}
% % \includegraphics[width=3cm]{/home/jeremic/tex/works/Thesis/HanYang/Files_Energy_dissipation_01Dec2017/case_e.pdf}
% \end{figure}
%
%
%
%
% \end{frame}
%
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%
%
% % %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%
% % %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% \begin{frame}
%
% \frametitle{Energy Dissipation on Material Level}
%
%
% \vspace*{2mm}
%
% Single elastic-plastic element under cyclic shear loading
%
% \begin{itemize}
% \item[] Difference between plastic work and plastic dissipation
% \item[] Plastic work can decrease
% \item[] Plastic dissipation always increases
% \end{itemize}
%
% %\vspace*{-7mm}
% \begin{figure}[!hbpt]
% \begin{center}
% \hspace*{-5mm}
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% \includegraphics[width=7cm]{/home/jeremic/tex/works/Thesis/HexiangWang/Files_SMiRT_11Aug2017/pic/upU_element_type_annotation.pdf}
% \includegraphics[width=5cm]{/home/jeremic/tex/works/Thesis/HexiangWang/Files_SMiRT_11Aug2017/pic/bouyant_displacement.pdf}
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% \href{http://sokocalo.engr.ucdavis.edu/~jeremic/lecture_notes_online_material/_Chapter_Applications_Earthquake_Soil_Structure_Interaction_General_Aspects/Fluid_Solid_interaction/Solid_Fluid_Interaction.mp4}
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\section{Real-ESSI Simulator System}
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%\subsection*{Real-ESSI Simulator System}
%\subsection{Real ESSI Components}
\subsection{\ }
%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
\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,
\url{http://real-essi.us/},
is an analysis system for time domain,
linear and nonlinear,
elastic and inelastic,
deterministic or probabilistic,
3D,
modeling and simulation of:
\vspace*{-1mm}
\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:
\vspace*{-1mm}
\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/pvESSI, Python)
%
% \end{itemize}
%
% \vspace*{3mm}
% \item[-] Real-ESSI System availability: Linux Executables, AWS, DesignSafe/TACC
% % \begin{itemize}
% % %\vspace*{1mm}
% % \item[-] Educational Institutions: AWS and Linux Executables, free
% % \item[-] Government Agencies, National Labs: AWS GovCloud, free
% % \item[-] Professional Practice: AWS and Linux Executables, commercial
% % %\vspace*{1mm}
% % %%\vspace*{1mm}
% % % \item[-] Sources available to collaborators
% % \end{itemize}
%
%
%
% \vspace*{3mm}
% \item[-] Real-ESSI education and training: theory and applications
%
%
%
% \vspace*{3mm}
% \item[-] Real-ESSI documentation and program available at
% \url{http://real-essi.us/}
% %\url{http://sokocalo.engr.ucdavis.edu/~jeremic/Real_ESSI_Simulator/}
% %
% %\url{http://real-essi.info/}
% %
%
%
% % \vspace*{2mm}
% % \item
% %
%
%
% \end{itemize}
%
%
% \end{frame}
%
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% \begin{frame}
% \frametitle{Quality Assurance}
%
% \begin{itemize}
%
% \item[-] Full verification suit for each element, model, algorithm
%
% \vspace*{5mm}
% \item[-] Certification process
%
% \begin{itemize}
%
% \vspace*{2mm}
% \item[-] ASME NQA-1
%
% \vspace*{2mm}
% \item[-] ISO-90003-2014
%
% \end{itemize}
%
% %\vspace*{3mm}
% %\item[] Verification examples given below
%
% \end{itemize}
%
%
%
%
% \end{frame}
%
% % %
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% \begin{frame}
% \frametitle{Real-ESSI}
%
% \begin{itemize}
%
%
%
% %\vspace*{2mm}
% \item[-] A system for time domain, nonlinear/inelastic, deterministic or
% probabilistic, modeling and simulation of
%
% \begin{itemize}
% \item[-] statics and dynamics of soil,
% \item[-] statics and dynamics of rock,
% \item[-] statics and dynamics of structures,
% \item[-] statics of soil-structure systems, and
% \item[-] dynamics of earthquake-soil-structure system interaction.
% \end{itemize}
%
%
% \vspace*{1mm}
% \item[-] Design, linear elastic, load combinations, dimensioning
%
%
% \vspace*{1mm}
% \item[-] Assessment, nonlinear/inelastic, safety margins
%
%
%
% %\vspace*{1mm}
% % \item[-] Develops methods and models that inform and predict rather than (force) fit.
%
% \vspace*{1mm}
% \item[-] Collaboration and financial support from the US-DOE, US-NRC,
% US-NSF, Caltrans, CNSC-CCSN, UN-IAEA, Shimizu, Basler\&Hofmann, etc.
%
%
%
% \end{itemize}
%
% \end{frame}
%
%
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% \begin{frame}
% \frametitle{Real-ESSI Modeling Features}
%
% \begin{itemize}
%
%
%
% %\vspace*{2mm}
% \item[-] Solid elements: dry, (un-)saturated, elastic, inelastic
%
% \vspace*{1mm}
% \item[-] Structural elements: beams, shells, elastic, inelastic
%
% \vspace*{1mm}
% \item[-] Contact/interface/joint elements: Bonded, Shear/Frictional (EPP, EPH,
% EPS); Gap/Normal; linear, nonlinear, dry, coupled/saturated,
%
% \vspace*{1mm}
% \item[-] Super element: stiffness and mass matrices
%
% \vspace*{1mm}
% \item[-] Material models: soil, rock, concrete, steel...
%
% \vspace*{1mm}
% \item[-] Seismic input: 1C and 3C, deterministic or probabilistic
%
% \vspace*{1mm}
% \item[-] Energy dissipation: elastic-plastic, viscous, algorithmic
%
% \vspace*{1mm}
% \item[-] Solid/Structure-Fluid interaction, full coupling, OpenFOAM
%
% \vspace*{1mm}
% \item[-] Intrusive probabilistic inelastic modeling
%
% %
% %\vspace*{1mm}
% % \item[-] Modeling features listed at
% % \hspace*{5mm}
% % \href{http://real-essi.info/}{http://real-essi.info/}
% %% \hspace*{5mm}
% %% and
% %% \hspace*{5mm}
% %% \href{http://real-essi.info/}{http://real-essi.info/}
%
%
% \end{itemize}
%
% \end{frame}
%
%
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% \begin{frame}
% \frametitle{Real-ESSI Simulation Features}
%
%
%
% %\vspace*{-10mm}
%
% \begin{itemize}
%
% \item[-] Static loading stages
%
% \vspace*{2mm}
% \item[-] Dynamic loading stages
%
% \vspace*{2mm}
% \item[-] Restart, simulation tree
%
% \vspace*{2mm}
% \item[-] Solution advancement methods/algorithms, \\
% on global and constitutive levels, \\
% with and without enforcing equilibrium
%
%
% %\vspace*{1mm}
% % \item[-] Load combinations, elastic, for design
%
% \vspace*{2mm}
% \item[-] High Performance Computing
% % clusters, cloud, supercomputers
% \begin{itemize}
% \vspace*{1mm}
% \item[.] Fine grained, template mataprograms, small matrix library
% \vspace*{1mm}
% \item[.] Coarse grained, distributed memory parallel
% \end{itemize}
%
%
% % \vspace*{1mm}
% % \item[-] All Simulation Features are listed at
% % \hspace*{5mm}
% % \href{http://real-essi.info/}{http://real-essi.info/}
% % % \hspace*{5mm}
% % % and
% % % \hspace*{5mm}
% % % \href{http://real-essi.info/}{http://real-essi.info/}
%
%
%
% \end{itemize}
%
%
%
% \vspace*{-60mm}
% %\begin{figure}[!hbpt]
% \begin{flushright}
% \includegraphics[width=2.5cm]{/home/jeremic/tex/works/lecture_notes_SOKOCALO/Figure-files/_Chapter_Theory_Introduction/tex_works_psfigures_loading_stage-increments-iterations.pdf}
% \end{flushright}
% %\vspace*{-0.5cm}
% %\end{figure}
% %
%
%
%
%
%
% \end{frame}
%
%
%
%
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% \begin{frame}
% \frametitle{Real ESSI Simulator: Domain Specific Language, DSL}
%
% \begin{itemize}
% \item[-] Domain Specific Language (DSL), Yacc \& Lex
% \vspace*{3mm}
% \item[-] English like modeling and simulation language
% \vspace*{3mm}
% \item[-] Parser and compiler, can define functions, models, etc.
% \vspace*{3mm}
% \item[-] Can extend models and methods
% \vspace*{3mm}
% \item[-] Requires units!
% \end{itemize}
% %
% \end{frame}
%
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%
%
%
%
%
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% \begin{frame}[fragile]
% \frametitle{DSL: English Language Binding Modeling Parser}
% {\footnotesize
% \begin{lstlisting}
% // Defining variables
% x = 7; // x is double-valued variable with adimenisional units.
% y = 3.972e+2; // Decimal and scientific notation is supported.
% // Operations: All standard arithmetic operations (Unites!)
% a = x + y; // Addition
% b = x - y; // Subtraction
% c = x*y; // Product
% d = x/y; // Quotient
% e = y%x; // Modulus (how many times x fits in y)
% // Predefined variables. For example, the variable 'm' defines 'meter'.
% L1 = 1*m;
% L2 = 40*mm; // Defines L2 to be 40 millimiters.
% L3 = 3.14*cm;
% L4 = 3.14;
% A5 = 3.14*cm^2;
% \end{lstlisting}
% }
% \end{frame}
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% % %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% \begin{frame}[fragile]
% \frametitle{DSL: English Language Modeling Parser}
% {\footnotesize
% \begin{lstlisting}
% F1 = 10*kN; // Define few forces.
% F2 = 300*N;
% F3 = 4*kg*g; // Here g is the predefined acceleration
% // due to gravity.
% // Operations are sensitive to units. For example,
% foo = L1 + F1; // Produces an error because units are
% // not compatible. However,
% L4 = L1 + L2 + L3; // is OK.
% // Multiplication (division and modulus) always work
% // because the result produces a quantity with new units
% // (except when the adimensional quantity is involved).
% A = L1*L2;
% pressure = F1 / A;
% // All numbers are converted to SI units (kg - m - s)
% // and internally stored in that system.
% \end{lstlisting}
% }
% \end{frame}
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% \begin{frame}
% \frametitle{DSL: ESSI Input Language, Basics}
%
%
% \begin{itemize}
%
% \item[-] Angle brackets \lstinline|<>| denotes user input
%
% \item[-] Expected unit (dimension) is given (example:
% \lstinline||, for length unit)
%
% \item[-] Symbol \lstinline|<.>| represents the adimensional quantity.
%
% \item[-] Vertical bar \lstinline+|+ (``OR'' sign)) is used to separate two or more keyword
% options, i.e. \lstinline+[a|b|c]+ is used indicate keyword options
% \lstinline+a+ or \lstinline+b+ or \lstinline+c+.
%
% \item[-] The symbol \lstinline+|...|+ is used to denote where several long options
% exist and are explained elsewhere (an example of this is available below in a
% material model definitions).
%
% \end{itemize}
%
% \end{frame}
%
%
%
%
%
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% \begin{frame}
% \frametitle{DSL: ESSI Input Language, Units}
%
%
% All commands require unit consistency. Base units, SI or other (British
% Imperial) can be used
% \begin{itemize}
% \item[-] length, symbol $L$, units [m, in, ft]
% \item[-] mass, symbol $M$, units [kg, lb],
% \item[-] time, symbol $T$, units [s]
% \end{itemize}
%
% Derived units can also be used:
%
% \begin{itemize}
% \item[-] angle, symbol rad (radian), unit [$dimensionless, L/L$]
% \item[-] force, symbol N (Newton), units [$N, kN, MN, M*L/T^2$],
% \item[-] stress, symbol Pa (Pascal), units [$Pa, kPa, MPa, N/L^2, M/L/T^2$]
% \item[-] strain, symbol (no symbol), units [$L/L$]
% \item[-] mass density, symbol (no symbol), units [$M/L^3$]
% \item[-] force density, symbol (no symbol), units [$M/L^2/T^2$]
% \end{itemize}
%
% \end{frame}
%
%
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% \begin{frame}
% \frametitle{DSL: ESSI Input Language, Loading Stages}
%
%
% Start a new loading stage with
%
% \lstinline|new loading stage "loading_stage_name";|
%
% \vspace*{0.5cm}
% Example, starting a new loading stage called {\it "self weight load"}
%
% \lstinline|new loading stage "self weight load";|
%
%
%
%
%
%
% \end{frame}
%
%
%
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%
%
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%
%
%
% % % %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% \begin{frame}[fragile]
% \frametitle{DSL: Beam Example, Model}
%
%
%
% \begin{figure}[!h]
% \begin{center}
% \includegraphics[width=10cm]{/home/jeremic/tex/works/Conferences/2013/NRC_Short_Course_May2013/Present/Cantilever_Beam.pdf}
% %\caption{8 node brick element}
% %\label{fig:8node_command}
% \end{center}
% \end{figure}
%
%
% %}
% \end{frame}
%
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% \begin{frame}[fragile]
% \frametitle{Real ESSI DSL Example}
%
%
% \begin{lstlisting}
% model name "SmallTestModel";
% new loading stage "First_static";
% // Nodal Coordinates
% add node # 1 at (0*m, 0*m, 0*m) with 6 dofs;
% add node # 2 at (0*m, 0*m, 1*m) with 6 dofs;
% add element # 1 type beam_elastic with
% nodes (1, 2) cross_section=1.0*m^2
% elastic_modulus=1.0e5*KN/m^2
% shear_modulus=2.0e4*KN/m^2
% torsion_Jx=2*0.083*m^4
% bending_Iy=0.083*m^4 bending_Iz=0.083*m^4
% mass_density=2500.0*kg/m^3
% xz_plane_vector = (0, -1, 0)
% joint_1_offset = (0.0*m, 0.0*m, 0.0*m)
% joint_2_offset = (0.0*m, 0.0*m, 0.0*m);
% \end{lstlisting}
%
% \end{frame}
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%
%
% % %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% \begin{frame}[fragile]
% \frametitle{Real ESSI DSL Example}
%
%
% \begin{lstlisting}
% fix node No 1 dofs all;
% add load # 1 to node # 2 type
% linear Fx=-9*kN;
% define load factor increment 0.01;
%
% define solver UMFPack;
% define convergence test
% Norm_Displacement_Increment
% tolerance = 1e-5
% maximum_iterations = 20
% verbose_level = 4;
% define algorithm Newton;
% simulate 100 steps using static algorithm;
%
% bye;
% \end{lstlisting}
% \end{frame}
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%
%
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% \begin{frame}
% \frametitle{Real-ESSI Model Development}
%
% \begin{itemize}
%
% \item[-] Pre-Processing, model development gmsh/gmESSI
%
% \vspace*{1mm}
% \item[-] Existing model translation, SASSI$\rightarrow$Real-ESSI
%
%
% \vspace*{1mm}
% \item[-] Self documenting input language
%
% \vspace*{1mm}
% \item[-] Units required for all input variables
%
% \vspace*{1mm}
% \item[-] All variables and constants need to be defined by user
%
%
%
% \vspace*{1mm}
% \item[-] Sophistication level of choice
%
% %\vspace*{1mm}
% % \item[-] Reduce modeling uncertainty
%
% \vspace*{1mm}
% \item[-] Model developed in phases
%
% \vspace*{1mm}
% \item[-] Verify model components
%
%
% \vspace*{1mm}
% \item[-] Build confidence in inelastic modeling
%
% \end{itemize}
%
% \end{frame}
%
%
%
%
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% \begin{frame}
% \frametitle{Real-ESSI Modeling Phases}
%
%
%
% \begin{figure}[htbp]
% \begin{center}
% \includegraphics[width = 2.3cm]{/home/jeremic/tex/works/Thesis/YuanFeng/Real_ESSI_short_course_examples_day_123/short_course_document/Figure-files/nonlinear_analysis_steps/soil-structure/overview.png}
% \vspace*{-1mm}
% \\
% \includegraphics[width = 0.35cm]{/home/jeremic/tex/works/Thesis/YuanFeng/Real_ESSI_short_course_examples_day_123/short_course_document/Figure-files/nonlinear_analysis_steps/free_field_1D/DRM_1D_motion_3D_just_column.jpg}
% \hspace*{5mm}
% % \includegraphics[width = 0.1cm]{/home/jeremic/tex/works/Thesis/YuanFeng/Real_ESSI_short_course_examples_day_123/short_course_document/Figure-files/nonlinear_analysis_steps/free_field_1D/DRM1D_Motion3D.png}
% \includegraphics[width = 2.5cm]{/home/jeremic/tex/works/Thesis/YuanFeng/Real_ESSI_short_course_examples_day_123/short_course_document/Figure-files/nonlinear_analysis_steps/free_field_3D/motion3D_DRM3D_free_field.png}
% \hspace*{5mm}
% % \includegraphics[width = 1cm]{/home/jeremic/tex/works/Thesis/YuanFeng/Real_ESSI_short_course_examples_day_123/short_course_document/Figure-files/nonlinear_analysis_steps/soil-foundation/soil_foundation.png}
% % \includegraphics[width = 3cm]{/home/jeremic/tex/works/Thesis/YuanFeng/Real_ESSI_short_course_examples_day_123/short_course_document/Figure-files/nonlinear_analysis_steps/soil-foundation/slice.png}
% \includegraphics[width = 2.5cm]{/home/jeremic/tex/works/Thesis/YuanFeng/Real_ESSI_short_course_examples_day_123/short_course_document/Figure-files/nonlinear_analysis_steps/soil-foundation/foundation_results.png}
% % \includegraphics[width = 3cm]{/home/jeremic/tex/works/Thesis/YuanFeng/Real_ESSI_short_course_examples_day_123/short_course_document/Figure-files/nonlinear_analysis_steps/soil-structure/overview.png}
% \\
% \vspace*{-3mm}
% \includegraphics[width = 1.0cm]{/home/jeremic/tex/works/Thesis/YuanFeng/Real_ESSI_short_course_examples_day_123/short_course_document/Figure-files/nonlinear_analysis_steps/structure/eigen/structure-only.png}
% \hfill
% \includegraphics[width = 1.2cm]{/home/jeremic/tex/works/Thesis/YuanFeng/Real_ESSI_short_course_examples_day_123/short_course_document/Figure-files/nonlinear_analysis_steps/structure/eigen/eigen1.png}
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% \includegraphics[width = 1.2cm]{/home/jeremic/tex/works/Thesis/YuanFeng/Real_ESSI_short_course_examples_day_123/short_course_document/Figure-files/nonlinear_analysis_steps/structure/eigen/eigen2.png}
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% \includegraphics[width = 1.2cm]{/home/jeremic/tex/works/Thesis/YuanFeng/Real_ESSI_short_course_examples_day_123/short_course_document/Figure-files/nonlinear_analysis_steps/structure/eigen/eigen3.png}
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% \includegraphics[width = 1.2cm]{/home/jeremic/tex/works/Thesis/YuanFeng/Real_ESSI_short_course_examples_day_123/short_course_document/Figure-files/nonlinear_analysis_steps/structure/eigen/eigen4.png}
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% \includegraphics[width = 1.2cm]{/home/jeremic/tex/works/Thesis/YuanFeng/Real_ESSI_short_course_examples_day_123/short_course_document/Figure-files/nonlinear_analysis_steps/structure/eigen/eigen5.png}
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% \includegraphics[width = 1.2cm]{/home/jeremic/tex/works/Thesis/YuanFeng/Real_ESSI_short_course_examples_day_123/short_course_document/Figure-files/nonlinear_analysis_steps/structure/eigen/eigen6.png}
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% \includegraphics[width = 1.2cm]{/home/jeremic/tex/works/Thesis/YuanFeng/Real_ESSI_short_course_examples_day_123/short_course_document/Figure-files/nonlinear_analysis_steps/structure/imposed_motion/imposed_motion_results.png}
% % \includegraphics[width = 0.1cm]{/home/jeremic/tex/works/Thesis/YuanFeng/Real_ESSI_short_course_examples_day_123/short_course_document/Figure-files/nonlinear_analysis_steps/soil-structure/overview.png}
% \\
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% \includegraphics[width = 6cm]{/home/jeremic/tex/works/Thesis/YuanFeng/Real_ESSI_short_course_examples_day_123/short_course_document/Figure-files/nonlinear_analysis_steps/soil-structure/DRM3D_motion3D_structure.png}
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% \begin{frame}
% \frametitle{Real-ESSI Results Post Processing}
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% \begin{itemize}
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% \item[-] All output is saved (stress, strain, displacements, energy...)
%
% \vspace*{5mm}
% \item[-] Time histories, scripts to plot or extract in preferred format
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% \item[-] 3D visualization, Paraview with pvESSI plugin
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\begin{frame}
\frametitle{Real-ESSI Core Functionality}
\begin{itemize}
%\vspace*{2mm}
\item[-] Inelastic, nonlinear analysis for practicing engineers
%
% % \vspace*{3mm}
% \item[-] Usable models for professional practice
%
% %\vspace*{2mm}
% \item[-] Core functionality needed for nonlinear modeling in professional
% practice
% %
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% %\vspace*{0.3cm}
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% \item[-] Hierarchy of modeling capabilities,
%
% \begin{itemize}
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% \item[-] Linear elastic models, elastic constants, viscous damping
%
% %\vspace*{1mm}
% \item[-] Nonlinear models, core functionality, does not require much
% material data however, sensitivity study is advised
%
% %\vspace*{1mm}
% \item[-] High sophistication nonlinear models, require material data
%
%
% \end{itemize}
%
\vspace*{2mm}
\item[-] Use of low or high fidelity models for analysis
\vspace*{2mm}
\item[-] Set of suggested modeling and simulation parameters
\vspace*{2mm}
\item[-] Investigate sensitivity of response to model sophistication
\vspace*{2mm}
\item[-] Investigate sensitivity of response to model parameters
%
% \vspace*{1mm}
% \item[] Accurately follow the flow of seismic energy in a
% soil structure system
%
% \vspace*{1mm}
% \item[] The goal is to create methodology and numerical tool that is used to
% predict and inform and not to fit
%
%
%
% %\vspace*{1mm}
% % \item[] Directing, in space and time, seismic energy flow in the
% % soil structure system
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\end{itemize}
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\section{Real-ESSI Analysis Examples}
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%\subsection{Seismic Motions}
\subsection{\ }
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% \frametitle{Free Field, Variation in Input Frequency, $\theta = 60^{o}$}
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% % 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}
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% \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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\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}
{\tiny (MP4)}
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% online
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\begin{frame}
%\frametitle{SMR ESSI, Variation in Input Frequency, $\theta = 60^{o}$}
\frametitle{SMR ESSI, 3C vs 3$\times$1C}
% Elastoplastic soil with contact elements
%% Both solid and contact elements dissipate energy
% \vspace*{-5mm}
\begin{center}
% \hspace*{-15mm}
%\movie[label=show3,width=10cm,poster,autostart,showcontrols]
\movie[label=show3,width=10cm,poster,showcontrols]
{\includegraphics[width=10cm]
{/home/jeremic/public_html/lecture_notes_online_material/_Chapter_Applications_ESSI_for_NPPs/SMR_animations_May2018/3Dvs1D_deconvolution.jpg}}
{/home/jeremic/public_html/lecture_notes_online_material/_Chapter_Applications_ESSI_for_NPPs/SMR_animations_May2018/3Dvs1D_deconvolution.ogv}
\end{center}
% online
\vspace*{-12mm}
\begin{flushleft}
\hspace*{-4mm}
\href{http://sokocalo.engr.ucdavis.edu/~jeremic/lecture_notes_online_material/_Chapter_Applications_ESSI_for_NPPs/SMR_animations_May2018/3Dvs1D_deconvolution.ogv}
{\tiny (OGV)}
\end{flushleft}
% online
\end{frame}
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% \begin{frame}
% \frametitle{When to use 3C and/or 3$\times$1C}
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%
% \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}
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\begin{frame}
\frametitle{6C vs 1C NPP ESSI Response Comparison}
% 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
% out
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% out \begin{center}
% out \hspace*{-7mm}
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% out {\includegraphics[width=69mm]{BJicon.png}}
% out {movie_2_npps.mp4}
% out \end{center}
% out
% out
% out \begin{flushleft}
% 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_19May2015/movie_2_npps.mp4}
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% \begin{frame}
% \frametitle{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 zone, structure, foundation, dissipators
% \item[] Viscous coupling with internal/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 energy dissipation/production
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% \end{itemize}
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% \begin{frame}
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% \frametitle{Plastic Energy Dissipation}
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%
% \vspace*{2mm}
%
%
% \begin{itemize}
%
% \item[] Single elastic-plastic element under cyclic shear loading
%
% \item[] Plastic work is NOT plastic dissipation
% \end{itemize}
%
% %\vspace*{-7mm}
% \begin{figure}[!hbpt]
% \begin{center}
% \hspace*{-5mm}
% \includegraphics[width=11.0truecm]{/home/jeremic/tex/works/Thesis/HanYang/Files_06June2017/DOE_Annual_2017/Figures/Dissipation_Material.png}
% \end{center}
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% \begin{frame}
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% \frametitle{Energy Dissipation Control Mechanisms}
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% \begin{figure}[!H]
% %\hspace*{-10mm}
% \includegraphics[width=3.4cm]{/home/jeremic/tex/works/Thesis/HanYang/Files_Energy_dissipation_01Dec2017/case_plasticity.pdf}
% \includegraphics[width=3.4cm]{/home/jeremic/tex/works/Thesis/HanYang/Files_Energy_dissipation_01Dec2017/case_Rayleigh.pdf}
% \includegraphics[width=3.4cm]{/home/jeremic/tex/works/Thesis/HanYang/Files_Energy_dissipation_01Dec2017/case_Newmark.pdf}
% \end{figure}
%
%
% % \hspace*{10mm} Numerical \hspace*{20mm} Viscous \hspace*{20mm} Plasticity
% \hspace*{10mm} Plasticity \hspace*{20mm} Viscous \hspace*{20mm} Numerical
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% \frametitle{Energy Dissipation Control}
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% \begin{figure}[!H]
% %\hspace*{-10mm}
% % \includegraphics[width=3cm]{/home/jeremic/tex/works/Thesis/HanYang/Files_Energy_dissipation_01Dec2017/case_a.pdf}
% % \includegraphics[width=3cm]{/home/jeremic/tex/works/Thesis/HanYang/Files_Energy_dissipation_01Dec2017/case_b.pdf}
% \includegraphics[width=9cm]{/home/jeremic/tex/works/Thesis/HanYang/Files_Energy_dissipation_01Dec2017/case_g.pdf}
% % \includegraphics[width=3cm]{/home/jeremic/tex/works/Thesis/HanYang/Files_Energy_dissipation_01Dec2017/case_e.pdf}
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\begin{frame}
\frametitle{Acceleration Traces, Elastic vs Inelastic }
\hspace*{-35mm}
\begin{figure}[!h]
\vspace*{-2mm}
\begin{center}
\hspace*{-25mm}
\includegraphics[width=7.0cm]{/home/jeremic/tex/works/Thesis/SumeetKumarSinha/Files_10Aug2017/Npp_Non_Linear_Effects/images/Acceleration_Elastic_Without_Contact_SMIRT_2017.pdf}
\hspace*{-18mm}
\includegraphics[width=7.0cm]{/home/jeremic/tex/works/Thesis/SumeetKumarSinha/Files_10Aug2017/Npp_Non_Linear_Effects/images/Acceleration_Inelastic_With_Contact_SMIRT_2017.pdf}
\hspace*{-25mm}
\end{center}
\end{figure}
\hspace*{-35mm}
\hspace*{5mm} Elastic \hspace*{30mm} Inelastic, Reduced Acc. \hspace*{40mm}
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\begin{frame}
\frametitle{Displacement Traces, Elastic vs Inelastic}
\hspace*{-35mm}
\begin{figure}[!h]
\vspace*{-2mm}
\begin{center}
\hspace*{-25mm}
\includegraphics[width=7.0cm]{/home/jeremic/tex/works/Thesis/SumeetKumarSinha/Files_10Aug2017/Npp_Non_Linear_Effects/images/Elastic_Without_Contact_SMIRT_2017.pdf}
\hspace*{-18mm}
\includegraphics[width=7.0cm]{/home/jeremic/tex/works/Thesis/SumeetKumarSinha/Files_10Aug2017/Npp_Non_Linear_Effects/images/Inelastic_With_Contact_SMIRT_2017.pdf}
\hspace*{-25mm}
\end{center}
\end{figure}
\hspace*{-35mm}
\hspace*{5mm} Elastic \hspace*{30mm} Inelastic, Permanent Deformation \hspace*{40mm}
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% \begin{frame}
%
% \frametitle{Elastic and Inelastic Response: Differences}
%
% % 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]
% {\includegraphics[width=10cm]
% {/home/jeremic/tex/works/Thesis/SumeetKumarSinha/Files_13Aug2017/NPP_Non_Linear_Effects_Sumeet.jpg}}
% {/home/jeremic/tex/works/Thesis/SumeetKumarSinha/Files_13Aug2017/NPP_Non_Linear_Effects_Sumeet.mp4}
% \end{center}
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%
% \begin{flushleft}
% \vspace*{-15mm}
% \href{http://sokocalo.engr.ucdavis.edu/~jeremic/lecture_notes_online_material/_Chapter_Applications_ESSI_for_NPPs/NPP_animations_August2017/NPP_Non_Linear_Effects_Sumeet.mp4}
% % \href{./homo_50m-mesh_45degree_Ormsby.mp4}
% {\tiny (MP4)}
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\frametitle{Energy Dissipation in a Large-Scale Model}
% 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]
{\includegraphics[width=10cm]
{/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{center}
\begin{flushleft}
\vspace*{-15mm}
\href{http://sokocalo.engr.ucdavis.edu/~jeremic/lecture_notes_online_material/_Chapter_Applications_ESSI_for_NPPs/Energy_Dissipation_Animations/NPP_Plastic_Dissipation.mp4}
% \href{./homo_50m-mesh_45degree_Ormsby.mp4}
{\tiny (MP4)}
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\begin{frame}
\frametitle{Concrete Walls, ASR Concrete}
\begin{figure}[!htbp]
\hspace*{-10mm}
\centering
\includegraphics[width=3.0truecm]{/home/jeremic/tex/works/Thesis/HanYang/Shear_Wall_Presentation_26Apr2018/Presentation/Figures/Damage_3000.pdf}
\hspace*{-5mm}
\includegraphics[width=3.0truecm]{/home/jeremic/tex/works/Thesis/HanYang/Shear_Wall_Presentation_26Apr2018/Presentation/Figures/Damage_5000.pdf}
\hspace*{-5mm}
\includegraphics[width=3.0truecm]{/home/jeremic/tex/works/Thesis/HanYang/Shear_Wall_Presentation_26Apr2018/Presentation/Figures/Damage_10000.pdf}
\end{figure}
\footnotesize
\vspace{-3mm}
\hspace{6mm}
damage at: $u_y$ = 1.4 mm
\hspace{6mm}
$u_y$ = 1.8 mm
\hspace{6mm}
$u_y$ = 3.0 mm
\begin{figure}[!htbp]
\hspace*{-8mm}
\centering
\includegraphics[width=3truecm]{/home/jeremic/tex/works/Thesis/HanYang/Shear_Wall_Presentation_26Apr2018/Presentation/Figures/Reg_A_Force_Displacement.pdf}
\hspace*{20mm}
\includegraphics[width=3truecm]{/home/jeremic/tex/works/Thesis/HanYang/Shear_Wall_Presentation_26Apr2018/Presentation/Figures/ASR_A1_Force_Displacement.pdf}
\end{figure}
\footnotesize
\vspace{-5mm}
\hspace{15mm}
Regular concrete
\hspace{25mm}
ASR Concrete
\end{frame}
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\begin{frame}
\frametitle{Building on Liquefiable Soil}
\vspace*{16mm}
\noindent
Plastic Strain \hspace*{40mm} Pore Fluid Pressures
\vspace*{-1mm}
% local
%\vspace*{-2mm}
\begin{center}
\hspace*{-16mm}
%\movie[label=show3,width=5.6cm,poster,autostart,showcontrols]
\movie[label=show3,width=61mm, showcontrols]
{\includegraphics[width=60mm]
{/home/jeremic/tex/works/Thesis/HanYang/Liquefaction_models_Nov-Dec2021/Plastic_Strain.jpg}}
{/home/jeremic/tex/works/Thesis/HanYang/Liquefaction_models_Nov-Dec2021/Plastic_Strain.mp4}
%\hspace*{-2mm}
%\hfill
%\movie[label=show3,width=5.6cm,poster,autostart,showcontrols]
\movie[label=show3,width=61mm, showcontrols]
{\includegraphics[width=60mm]
{/home/jeremic/tex/works/Thesis/HanYang/Liquefaction_models_Nov-Dec2021/Pore_Presure.jpg}}
{/home/jeremic/tex/works/Thesis/HanYang/Liquefaction_models_Nov-Dec2021/Pore_Presure.mp4}
\hspace*{-16mm}
\end{center}
% local
\vspace*{-1mm}
% online
\begin{center}
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\frametitle{Structure-Fluid Interaction}
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\begin{center}
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\movie[label=show3,width=9cm,poster,autostart,showcontrols]
{\includegraphics[width=8.5cm]
{/home/jeremic/tex/works/Conferences/2017/DOE_Project_Review_Meeting_LBNL_09June2017/Present/Solid-Fluid-Interaction.jpg}}
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\end{center}
\begin{flushleft}
\vspace*{-15mm}
\href{http://sokocalo.engr.ucdavis.edu/~jeremic/lecture_notes_online_material/_Chapter_Applications_Earthquake_Soil_Structure_Interaction_General_Aspects/Fluid_Solid_interaction/Solid_Fluid_Interaction.mp4}
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\frametitle{Application: Seismic Hazard}
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\includegraphics[width=0.35\linewidth]{/home/jeremic/tex/works/Conferences/2020/Natural_Phenomena_Hazard_Oct2020/present/from_Hexiang_17Oct2020/pic/UCERF3.pdf}
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\begin{textblock}{15}(0.3, 3.5)
\scriptsize{Seismic source characterization}
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\tiny{UCERF3 (2014)}
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%$\Rightarrow$
{\Large $\rightarrow$}
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\vspace*{1mm}
\includegraphics[width=0.27\linewidth]{/home/jeremic/tex/works/Conferences/2020/Natural_Phenomena_Hazard_Oct2020/present/from_Hexiang_17Oct2020/pic/SMSIM.pdf}
\end{textblock}
\begin{textblock}{15}(7.1, 6.2)
\scalebox{.9}{\tiny{Fourier spectra}}
\\
\vspace*{-0.2cm}
\scalebox{.9}{\tiny{\hspace{0.14cm} Boore(2003)}}
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{\Large $\rightarrow$}
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\includegraphics[width=0.35\linewidth]{/home/jeremic/tex/works/Conferences/2020/Natural_Phenomena_Hazard_Oct2020/present/from_Hexiang_17Oct2020/pic/Acc_realization_200.pdf}
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\scriptsize{Uncertainty characterization \\
\hspace{0.1cm} Hermite polynomial chaos}
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{\Large $\leftarrow$}
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\begin{textblock}{15}(11, 11.2)
\includegraphics[width=0.35\linewidth]{/home/jeremic/tex/works/Conferences/2020/Natural_Phenomena_Hazard_Oct2020/present/from_Hexiang_17Oct2020/pic/structural_uncertainty.pdf}
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\begin{textblock}{15}(5.3, 10.75)
\includegraphics[width=0.33\linewidth]{/home/jeremic/tex/works/Conferences/2020/Natural_Phenomena_Hazard_Oct2020/present/from_Hexiang_17Oct2020/pic/probabilsitc_evolution.png}
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\scriptsize{\quad \quad Uncertainty propagation \\
\quad \quad \quad \quad SEPFEM}
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%$\Leftarrow$
{\Large $\leftarrow$}
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\includegraphics[width=0.29\linewidth]{/home/jeremic/tex/works/Conferences/2020/Natural_Phenomena_Hazard_Oct2020/present/from_Hexiang_17Oct2020/pic/seismic_risk_result_framework.png}
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\begin{tikzpicture}[remember picture, overlay]
\draw[line width=1pt, draw=black, rounded corners=4pt, fill=gray!20, fill opacity=1]
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\end{tikzpicture}
\begin{textblock}{15}(-0.1, 9.3)
\scriptsize
\quad \quad \quad \quad $\lambda(EDP>z)=$
$\quad \sum N_i(M_i, R_i) P(EDP>z|M_i, R_i)$
\end{textblock}
\begin{textblock}{15}(1.6, 10.7)
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\section{Summary}
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\subsection{\ }
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% \frametitle{Real-ESSI Simulator System}
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% The Real-ESSI, Realistic
% {\underline {\bf M}}odeling and
% {\underline {\bf 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 high fidelity, high performance, time domain,
% 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}
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\frametitle{Summary}
\begin{itemize}
% \item[-] Importance of using proper models correctly (verification,
% validation, level of sophistication)
%
% \item[-] Reduction of modeling uncertainty
%
\vspace*{1mm}
\item[-] Numerical modeling to predict and inform
%\vspace*{1mm}
% \item[-] Change of demand due to inelastic effects
%\vspace*{-1mm}
% \begin{itemize}
% \item[-] Reduction of dynamic motions
% \item[-] Increase in deformations
% \end{itemize}
\vspace*{1mm}
\item[-] Engineer needs to know!
% \item[-] Sophisticated inelastic/nonlinear modeling and simulations need to be
% done carefully and in phases
\vspace*{1mm}
\item[-] Education and Training is the key!
\vspace*{1mm}
\item[-] Collaborators:
Yang,
Wang,
Kanellopoulos,
Feng,
Behbehani,
Sinha,
Wang,
Pisan{\'o},
Abell,
Tafazzoli,
Jie,
Preisig,
Tasiopoulou,
Watanabe,
Luo,
Cheng,
Yang.
\vspace*{1mm}
\item[-] Funding from and collaboration with the
US-DOE,
US-NRC,
US-NSF,
CNSC-CCSN,
CH-ENSI,
UN-IAEA,
ATC/US-FEMA,
and
Shimizu Corp. is greatly appreciated,
\vspace*{1mm}
\item[-]
\url{http://real-essi.us}
% \url{http://real-essi.us}
% \url{http://sokocalo.engr.ucdavis.edu/~jeremic}
\end{itemize}
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