\documentclass[fleqn]{beamer} %\documentclass[handout]{beamer} %\usepackage{pgfpages} %\pgfpagelayout{2 on 1}[letterpaper, border shrink=5mm] \mode{\setbeamercolor{background canvas}{bg=black!3}} \usepackage{epstopdf} %% Jose Antonio Abell Mena provided this for DSL descriptions % (used in a file _Chapter_SoftwareHardware_Domain_Specific_Language_English.tex % This is added for listing FEI DSL % since he customized it, it needs to be changed (linked to % /usr/share/texmf/tex/latex/misc) %\usepackage{myListings} \input{essi_listings_options.tex} \usepackage[absolute,overlay]{textpos} % for tikzpicture \usepackage{tikz} \usetikzlibrary{tikzmark,calc} \usepackage{threeparttable} %\usepackage{MnSymbol}% % for smileys \usepackage{wasysym}% \usepackage{multirow} % for subfloat figures: \usepackage{subfig} \usepackage{tabularx} %used for truncated section title in headers \usepackage[breakall]{truncate} %\usepackage{caption} \usepackage{ulem} \usepackage{amsmath} \usepackage{amsmath} \usepackage{amssymb} \newcommand\hmmax{0} % default 3 % solution from https://texfaq.org/FAQ-manymathalph \newcommand{\bmmax}{3} % \newcommand\bmmax{0} % default 4 \usepackage{bm} % \usepackage{IEEEtrantools} \usepackage{setspace} \usepackage{scalerel} % % for listing DSL % \input{essi_listings_options.tex} % \usepackage{multimedia} % for inclusion of other PDF pages, in this case Frank's presentation \usepackage{pdfpages} %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 % %***************************************** %% ovo je za cirilicu \input vuk.def \newfont{\cyr}{wncyr10 scaled 1000 } \newfont{\cyb}{wncyb10 scaled 1000 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% % \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 { % \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[greek,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, 0.35, 0} % less intense green \definecolor{webblue}{rgb}{0, 0, 0.50} % less intense blue \definecolor{webred}{rgb}{0.35, 0, 0} % less intense red %\usepackage[colorlinks=true,linkcolor=webblue,citecolor=webred,urlcolor=webgreen]{hyperref} \usepackage{hyperref} \hypersetup{ pdfmenubar=true, pdftoolbar=true, pdfpagemode={None} colorlinks=true, linkcolor=webblue, citecolor=webblue, urlcolor=webblue, } % \usepackage[pdfauthor={Boris Jeremic}, % colorlinks=true, % linkcolor=webblue, % citecolor=webblue, % urlcolor=webblue, % linktocpage, % pdftex]{hyperref} \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. % Site Specific Dynamics of Structures: %From Seismic Source to %the Safety of Occupants and Content \title[NRC/LBNL Analysis for SMATCH] {SMATCH Benchmark, LBNL-NRC Team % \\ ~ \\ % Aug2025 } %\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) %\author[Jeremi{\'c} et al.; UCDavis/LBNL/US-NRC] % (optional, use only with lots of authors) %\author[Jeremi{\'c}, Li, Nie, Graizer; UCDavis/LBNL/US-NRC] % (optional, use only with lots of authors) \author[Jeremi{\'c}, Li, Nie, Graizer] % (optional, use only with lots of authors) %{Boris~Jeremi{\'c}} %{Huan Li, Jinsuo Nie, Vladimir Graizer, Jos{\'e} Pires and Boris Jeremi{\'c}} {~\\~\\{Boris Jeremi{\'c} \\ UCDavis, LBNL \\ ~\\} {Huan Li, Jinsuo Nie, Vladimir Graizer \\ US-NRC}} %\institute[Computational Geomechanics Group \hspace*{0.3truecm} \institute[US-NRC, LBNL, UCDavis] % (optional, but mostly needed) %\institute[\pgfuseimage{university-logo}\hspace*{0.1truecm}\pgfuseimage{lbnl-logo}] % (optional, but mostly needed) %\institute[\pgfuseimage{university-logo}] % (optional, but mostly needed) %{ Professor, University of California, Davis\\ %{US-NRC; LBNL; UCD} %{ University of California, Davis, CA, %\\ %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 NRC SMATCH Monthly Meeting \\ % 29Jan2024} \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}{3} % \AtBeginSubsection[] % % \AtBeginSection[] % { % \begin{scriptsize} % \begin{frame} % \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. %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%% % % %\subsection{Motivation} \section{Introduction} % %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%% \subsection{\ } %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%% % %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%% \begin{frame} \frametitle{Overview} \begin{itemize} \vspace*{2mm} \item[-] Earthquake Soil Structure Interaction (ESSI) Analysis \begin{itemize} \item[-] ESSI for realistic seismic analysis \item[-] Analysis procedures % \item[-] \end{itemize} \vspace*{2mm} \item[-] Cruas SSI Behavior \begin{itemize} \item[-] Atypical earthquake \item[-] Seismic body and surface waves \item[-] Detailed model for validation \end{itemize} \vspace*{2mm} \item[-] Summary \begin{itemize} \item[-] Understanding ESSI \item[-] Beneficial and Detrimental ESSI effects \item[-] Engineer needs to know! \end{itemize} \end{itemize} \end{frame} %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%% % % % %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%% \begin{frame} \frametitle{ESSI Analysis Procedures} %\vspace*{-10mm} \begin{itemize} \item[-] Development of a 3D SSI model from EDF geometry \vspace*{2mm} \item[-] Development of $3 \times 1C$ motions \vspace*{2mm} \item[-] Development of 2D regional model $\Rightarrow$ $3D/6C$ motions \vspace*{2mm} \item[-] 3D ESSI analysis using $3 \times 1C$ motions \vspace*{2mm} \item[-] 3D ESSI analysis using $3D/6C$ motions \vspace*{2mm} \item[-] High frequency ($10$Hz) vertical signal (P or Rayleigh wave?) % \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} % \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/eigen2.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/eigen3.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/eigen4.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/eigen5.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/eigen6.png} % \hfill % % \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/imposed_motion/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/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} % \\ % \vspace*{-1mm} % \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} % \end{center} % \end{figure} % % % % \end{frame} % % % % % % % % % % % % % % % % %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%% % \begin{frame} % \frametitle{Real-ESSI Education and Training} % % \begin{itemize} % % % \item[-] Real-ESSI Education % \begin{itemize} % \vspace*{1mm} % \item[-] Short courses, online/in-person % \vspace*{1mm} % \item[-] Educational short videos % %\vspace*{1mm} % % \item[-] Professional practice % % \vspace*{1mm} % % \item[-] Developers % \vspace*{1mm} % \item[-] Large number of practical examples available % % in lecture notes, and documentation % \vspace*{1mm} % \item[-] Documentation, Lecture Notes: % (I) Theory and Computational Formulation, % (II) Software and Hardware System, % (III) Verification and Validation, % (IV) Modeling and Simulation Examples, % (V) Application to Practical Engineering Problems. % % \end{itemize} % % %\vspace{1mm} % % \item[-] Documentation, extensive % % \vspace{2mm} % \item[-] Lecture notes available online: % \url{http://real-essi.us/} % % % \end{itemize} % % \end{frame} % %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%% % % %\subsection{Motivation} \section{Cruas NPP Response} %\section{SMATCH Project Progress} % %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%% \subsection{Cruas NPP Analysis Approach} % % %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%% % \begin{frame} % \frametitle{Cruas NPP Location} % % % \begin{figure}[!hbpt] % \begin{center} % \includegraphics[width=9.0truecm]{/home/jeremic/tex/works/lecture_notes_SOKOCALO/Figure-files/_Chapter_Applications_ESSI_for_Cruas_NPP/Cruas_stations.pdf} % %\caption{\label{Cruas_NPP_stations} Locations of the free-field instruments at the Cruas NPP and near Le Teil} % \end{center} % \end{figure} % % % % % % % \begin{itemize} % % % % % % \item[-] % % % % % % \end{itemize} % % % \end{frame} % % % %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%% \begin{frame} \frametitle{Le Teil Earthquake} \begin{itemize} \vspace*{1mm} \item[-] Supershear earthquake: \\ $V_{slip}=1800$m/s, \\ $Vs=1600$~m/s, \vspace*{1mm} \item[-] Geology: soft surface soil, \\ overlying soft and hard rock % \vspace*{1mm} % \item[-] More material data for \\ % soil and interfaces needed % \vspace*{1mm} \item[-] Seismic wave field: \\ Rayleigh waves, \\ Stoneley waves % \vspace*{3mm} % \item[-] Real-ESSI Simulator: \hspace*{3mm} % \underline{\url{http://real-essi.us/}} % \end{itemize} \vspace*{-55mm} \begin{figure}[!h] \begin{flushright} \includegraphics[width=5.0truecm]{/home/jeremic/tex/works/lecture_notes_SOKOCALO/Figure-files/_Chapter_Applications_ESSI_for_Cruas_NPP/Cruas_motions-station1.pdf} %\includegraphics[width=11.0truecm]{/home/jeremic/tex/works/lecture_notes_SOKOCALO/Figure-files/_Chapter_Applications_ESSI_for_Cruas_NPP/Cruas-RAN-acc_Le_Teil_EQ.pdf} %\caption{\label{Cruas_NPP_EQ_acc_01} Time function of the free-field ground %acceleration at Cruas NPP (probably at station~1 or station~2 from %Table~\ref{tab:stations-free-field} and Figure~\ref{Cruas_NPP_stations}) due to %the Le Teil earthquake after \citep{Viallet2022}: east-west (EW) component, %north-south (NS) component and up-down (UD) component} \end{flushright} %\hspace*{-10mm} \end{figure} % \begin{figure}[!hbpt] % \begin{center} % \includegraphics[width=9.0truecm]{/home/jeremic/tex/works/lecture_notes_SOKOCALO/Figure-files/_Chapter_Applications_ESSI_for_Cruas_NPP/Cruas_NPP_soil_profiles.pdf} % %\caption{\label{Cruas_NPP_soil_profile} Shallow geology profiles at station~1 and station~2 at Cruas NPP} % \end{center} % \end{figure} \end{frame} % % %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%% % \begin{frame} % \frametitle{Cruas NPP Location} % % % \begin{figure}[!hbpt] % \begin{center} % \includegraphics[width=9.0truecm]{/home/jeremic/tex/works/lecture_notes_SOKOCALO/Figure-files/_Chapter_Applications_ESSI_for_Cruas_NPP/Cruas_stations.pdf} % %\caption{\label{Cruas_NPP_stations} Locations of the free-field instruments at the Cruas NPP and near Le Teil} % \end{center} % \end{figure} % % % % % % % \begin{itemize} % % % % % % \item[-] % % % % % % \end{itemize} % % % \end{frame} % % % % %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%% % \begin{frame} % \frametitle{Le Teil EQ, Rayleigh/Surface Wave at Cruas NPP} % % % \end{frame} % % % %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%% % % \begin{frame} % \frametitle{Le Teil EQ, Acceleration, Station \#1, N-S} % % % \begin{figure}[!h] % \begin{center} % \includegraphics[width=7.50truecm]{/home/jeremic/tex/works/lecture_notes_SOKOCALO/Figure-files/_Chapter_Applications_ESSI_for_Cruas_NPP/Cruas_acc-station1-hodo-NS-2.pdf} % %\caption{\label{Cruas_NPP_EQ_acc_01} Time function of the free-field ground % %acceleration at Cruas NPP (probably at station~1 or station~2 from % %Table~\ref{tab:stations-free-field} and Figure~\ref{Cruas_NPP_stations}) due to % %the Le Teil earthquake after \citep{Viallet2022}: east-west (EW) component, % %north-south (NS) component and up-down (UD) component} % \end{center} % \end{figure} % % % \end{frame} % % % % %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%% % \begin{frame} % \frametitle{Le Teil EQ, Acceleration, Station \#1, E-W} % % % \begin{figure}[!h] % \begin{center} % \includegraphics[width=7.50truecm]{/home/jeremic/tex/works/lecture_notes_SOKOCALO/Figure-files/_Chapter_Applications_ESSI_for_Cruas_NPP/Cruas_acc-station1-hodo-EW-2.pdf} % %\caption{\label{Cruas_NPP_EQ_acc_01} Time function of the free-field ground % %acceleration at Cruas NPP (probably at station~1 or station~2 from % %Table~\ref{tab:stations-free-field} and Figure~\ref{Cruas_NPP_stations}) due to % %the Le Teil earthquake after \citep{Viallet2022}: east-west (EW) component, % %north-south (NS) component and up-down (UD) component} % \end{center} % \end{figure} % % % \end{frame} % % % % % %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%% % \begin{frame} % \frametitle{Le Teil EQ, Displacement, Station \#1, N-S} % % % \begin{figure}[!h] % \begin{center} % \includegraphics[width=7.50truecm]{/home/jeremic/tex/works/lecture_notes_SOKOCALO/Figure-files/_Chapter_Applications_ESSI_for_Cruas_NPP/Cruas_uu-station1-hodo-NS-2.pdf} % %\caption{\label{Cruas_NPP_EQ_acc_01} Time function of the free-field ground % %acceleration at Cruas NPP (probably at station~1 or station~2 from % %Table~\ref{tab:stations-free-field} and Figure~\ref{Cruas_NPP_stations}) due to % %the Le Teil earthquake after \citep{Viallet2022}: east-west (EW) component, % %north-south (NS) component and up-down (UD) component} % \end{center} % \end{figure} % % % \end{frame} % % % %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%% % \begin{frame} % \frametitle{Le Teil EQ, Displacement, Station \#1, E-W} % % % \begin{figure}[!h] % \begin{center} % \includegraphics[width=7.50truecm]{/home/jeremic/tex/works/lecture_notes_SOKOCALO/Figure-files/_Chapter_Applications_ESSI_for_Cruas_NPP/Cruas_uu-station1-hodo-EW-2.pdf} % %\caption{\label{Cruas_NPP_EQ_acc_01} Time function of the free-field ground % %acceleration at Cruas NPP (probably at station~1 or station~2 from % %Table~\ref{tab:stations-free-field} and Figure~\ref{Cruas_NPP_stations}) due to % %the Le Teil earthquake after \citep{Viallet2022}: east-west (EW) component, % %north-south (NS) component and up-down (UD) component} % \end{center} % \end{figure} % % % \end{frame} % % % %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%% % \begin{frame} % \frametitle{Le Teil EQ, Acceleration, Station \#1, N-S} % % % \begin{figure}[!h] % \begin{center} % \includegraphics[width=7.50truecm]{/home/jeremic/tex/works/lecture_notes_SOKOCALO/Figure-files/_Chapter_Applications_ESSI_for_Cruas_NPP/Cruas_acc-station1-hodo-NS.pdf} % %\caption{\label{Cruas_NPP_EQ_acc_01} Time function of the free-field ground % %acceleration at Cruas NPP (probably at station~1 or station~2 from % %Table~\ref{tab:stations-free-field} and Figure~\ref{Cruas_NPP_stations}) due to % %the Le Teil earthquake after \citep{Viallet2022}: east-west (EW) component, % %north-south (NS) component and up-down (UD) component} % \end{center} % \end{figure} % % % \end{frame} % % %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%% % \begin{frame} % \frametitle{Le Teil EQ, Acceleration, Station \#1, E-W} % % % \begin{figure}[!h] % \begin{center} % \includegraphics[width=7.50truecm]{/home/jeremic/tex/works/lecture_notes_SOKOCALO/Figure-files/_Chapter_Applications_ESSI_for_Cruas_NPP/Cruas_acc-station1-hodo-EW.pdf} % %\caption{\label{Cruas_NPP_EQ_acc_01} Time function of the free-field ground % %acceleration at Cruas NPP (probably at station~1 or station~2 from % %Table~\ref{tab:stations-free-field} and Figure~\ref{Cruas_NPP_stations}) due to % %the Le Teil earthquake after \citep{Viallet2022}: east-west (EW) component, % %north-south (NS) component and up-down (UD) component} % \end{center} % \end{figure} % % % \end{frame} % % %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%% \begin{frame} \frametitle{Le Teil EQ, Displacement, Station \#1, N-S, U-D} \begin{figure}[!h] \begin{center} \includegraphics[width=7.50truecm]{/home/jeremic/tex/works/lecture_notes_SOKOCALO/Figure-files/_Chapter_Applications_ESSI_for_Cruas_NPP/Cruas_uu-station1-hodo-NS.pdf} %\caption{\label{Cruas_NPP_EQ_acc_01} Time function of the free-field ground %acceleration at Cruas NPP (probably at station~1 or station~2 from %Table~\ref{tab:stations-free-field} and Figure~\ref{Cruas_NPP_stations}) due to %the Le Teil earthquake after \citep{Viallet2022}: east-west (EW) component, %north-south (NS) component and up-down (UD) component} \end{center} \end{figure} \end{frame} % % %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%% % \begin{frame} % \frametitle{Le Teil EQ, Displacement, Station \#1, E-W} % % % \begin{figure}[!h] % \begin{center} % \includegraphics[width=7.50truecm]{/home/jeremic/tex/works/lecture_notes_SOKOCALO/Figure-files/_Chapter_Applications_ESSI_for_Cruas_NPP/Cruas_uu-station1-hodo-EW.pdf} % %\caption{\label{Cruas_NPP_EQ_acc_01} Time function of the free-field ground % %acceleration at Cruas NPP (probably at station~1 or station~2 from % %Table~\ref{tab:stations-free-field} and Figure~\ref{Cruas_NPP_stations}) due to % %the Le Teil earthquake after \citep{Viallet2022}: east-west (EW) component, % %north-south (NS) component and up-down (UD) component} % \end{center} % \end{figure} % % % \end{frame} % % % %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%% \begin{frame} \frametitle{NRC/LBNL Modeling Approach } \begin{itemize} \vspace*{1mm} \item[-] Measured surface motions used for motion development \begin{itemize} \item[-] Free field motions deconvolution (1C in $u, v, w$) \item[-] Deconvolved motions propagated into SSI model \item[-] Developed are $3 \times 1C$ motions \end{itemize} \vspace*{1mm} \item[-] Measured motions also contain surface waves (!?) \begin{itemize} \item[-] Regional model, small, 2D, for body and surface waves \item[-] Excite 3D SSI model with body and surface waves \item[-] Body and surface waves from 2D model \item[-] Apply inclined waves field that replicates measure motions \end{itemize} % \vspace*{1mm} % \item[-] Investigate effects of surface wave length on SSI % \begin{itemize} % \item[-] Longer waves (low freq.): felt by the SSI system % \item[-] Shorter waves (high freq.): NOT felt by the SSI system % \end{itemize} \end{itemize} \end{frame} %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%% % %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%% % %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%% % %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%% % \begin{frame} % %\frametitle{Seismic Wave Length, Frequencies, Verticals} % \frametitle{Seismic Wave Lengths, Frequencies} % % % \vspace*{3mm} % % \begin{itemize} % % \item[-] SSI for long wave lengths/low frequencies is $3 \times 1D/1C$ % % \vspace*{2mm} % \item[-] SSI for short wave lengths/high frequencies is $3C/6C$ % \vspace*{2mm} % % %\vspace*{2mm} % %\item[-] Cruas NPP is about 150m long, assume $V_s = 800$m/s % % ($V_s = 800, 1600$m/s) % % % \end{itemize} % % % % \begin{figure}[!htb] % \begin{center} % %\includegraphics[width=5cm]{/home/jeremic/tex/works/consulting/2017/IAEA/TECDOC/Version_14Mar2017/1Dvs3x1Dvs3D_waves_02.pdf} % \includegraphics[width=6.0cm]{/home/jeremic/tex/works/Conferences/2024/NRC_Monthly_telecon_SMATCH_Benchmark_04Sep2024/present/Cruas_NPP_wave_length_01.png} % \end{center} % \end{figure} % % % % % \end{frame} % % % % % % %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%% % % %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%% % \begin{frame} % \frametitle{Le Teil EQ, Surface Wave } % % % % \begin{itemize} % \item[-] $a_{EW}=0.045g$ % \item[-] $a_{NS}=0.022g$ % \item[-] $a_{UD}=0.25g$ % \end{itemize} % % \noindent % %Assuming that all three components occur at the same time, % %from graphical analysis, as seen in % %Figure~\ref{Cruas_NPP_EQ_acc_02} % %on page~\pageref{Cruas_NPP_EQ_acc_02}, this is a plausible assumption, % Maximum horizontal components, using vectorial addition: % % % \begin{eqnarray*} % a_{HOR} = \sqrt{ (0.45g)^2 + (0.22g)^2 } = % \\ % \sqrt{ 0.002025g^2 + 0.000484g^2 } = % \sqrt{0.002425 g^2} = % 0.04924 g % \end{eqnarray*} % % % % \noindent % It follows that the ratio of horizontal to vertical acceleration is % % % \begin{equation*} % R_{HV} = a_{HOR} / a_{UD} = % 0.04924 g / 0.025 g = % 1.97 \approx 2 % \end{equation*} % % % % % \end{frame} % % % % %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%% % %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%% % \begin{frame} % \frametitle{The Domain Reduction Method (Bielak et al.)} % % %Substitute $P_e$ % % \begin{small} % \begin{eqnarray*} % \left[\begin{array}{ccc}M^{\Omega}_{ii} & M^{\Omega}_{ib} & 0 \\ % M^\Omega_{bi} & M^\Omega_{bb}+M^{\Omega+}_{bb} & M^{\Omega+}_{be} % \\ 0 & M^{\Omega+}_{eb} & M^{\Omega+}_{ee} \end{array}\right] % \left\{\begin{array}{c}\ddot{u}_i \\ \ddot{u}_b \\ \ddot{w}_e\end{array}\right\} % +\\ % \left[ \begin{array}{ccc}K^\Omega_{ii} & K^{\Omega}_{ib} & 0 \\ % K^{\Omega}_{bi} & K^{\Omega}_{bb}+K^{\Omega+}_{bb} & K^{\Omega+}_{be} \\ % 0 & K^{\Omega+}_{eb} & K^{\Omega+}_{ee} \end{array}\right] % \left\{\begin{array}{c} u_i \\ u_b \\ w_e \end{array} \right\} % = \nonumber \\ \left\{\begin{array}{c} 0 \\ -M^{\Omega+}_{be} \ddot{u}^0_e-K^{\Omega+}_{be}u^0_e % \\ M^{\Omega+}_{eb}\ddot{u}^0_b+K^{\Omega+}_{eb}u^0_b\end{array}\right\} % \label{DRMeq08} % \end{eqnarray*} % \end{small} % % % %\vspace*{-1cm} % \begin{figure}[!h] % \begin{flushright} % \includegraphics[width=4cm]{/home/jeremic/tex/works/psfigures/DRM_NPP_idea01.pdf} % \end{flushright} % \end{figure} % % % \end{frame} % %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%% % %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%% % \begin{frame} % \frametitle{DRM} % % % % % The right hand side is the dynamically consistent % replacement force, so called effective force, $P^{eff}$ for the source forces $P_{e}$ % % % % \begin{eqnarray*} % P^{eff} = \left\{\begin{array}{c} P^{eff}_i \\ P^{eff}_b \\ P^{eff}_e \end{array}\right\} % = \left\{\begin{array}{c} 0 \\ -M^{\Omega+}_{be} \ddot{u}^0_e-K^{\Omega+}_{be}u^0_e % \\ M^{\Omega+}_{eb}\ddot{u}^0_b+K^{\Omega+}_{eb}u^0_b\end{array}\right\} % \label{DRMeq09} % \end{eqnarray*} % % % % % %\vspace*{-1cm} % \begin{figure}[!h] % \begin{flushright} % \includegraphics[width=4cm]{/home/jeremic/tex/works/psfigures/DRM_NPP_idea01.pdf} % \end{flushright} % \end{figure} % % % % \end{frame} % % % % %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%% \begin{frame} \frametitle{DRM} DRM features: \begin{itemize} %\vspace*{-0.2cm} % \item[-] Seismic forces $P_e$ replaced by $P^{eff}(\ddot{u}^0_{b},u^0_{b},\ddot{u}^0_{e},u^0_{e}, $ \item[-] Seismic forces $P_e$ replaced by $P^{eff}({u}^0_{boundary},u^0_{external})$ %\vspace*{-0.2cm} \item[-] $P^{eff}$ applied only to a single layer of elements %\vspace*{-0.2cm} \item[-] Material inside $\Omega$ can be elastic-plastic %\vspace*{-0.2cm} %\vspace*{-0.2cm} % \item[-] Any wave field can be input/imposed % \item[-] We can also neglect the outside ($\Omega^+$) problems thus reducing model size \item[-] Neglect the outside ($\Omega^+$) problem \item[-] Only outgoing waves % \item[-] The only input wave field is the one for the nodes of this layer of elements. \end{itemize} \vspace*{3mm} \begin{small} \begin{eqnarray*} P^{eff} = \left\{\begin{array}{c} P^{eff}_i \\ P^{eff}_b \\ P^{eff}_e \end{array}\right\} = \left\{\begin{array}{c} 0 \\ -M^{\Omega+}_{be} \ddot{u}^0_e-K^{\Omega+}_{be}u^0_e \\ M^{\Omega+}_{eb}\ddot{u}^0_b+K^{\Omega+}_{eb}u^0_b\end{array}\right\} \label{DRMeq09} \end{eqnarray*} \end{small} % \vspace*{-38mm} \begin{figure}[!h] \begin{flushright} %\vspace*{-0.50cm} %\begin{center} %\hspace*{1cm} %\vspace*{-3.50cm} %{\includegraphics[width=5cm]{/home/jeremic/tex/works/Conferences/2010/NRC-LBL-ProjectReviewMeeting_21_22_Sept_2010/DRM05NPP.pdf}} % {\includegraphics[width=5.5cm]{/home/jeremic/tex/works/lecture_notes_SOKOCALO/Figure-files/_Chapter_Applications_Earthquake_Soil_Structure_Interaction_General_Aspects/tex_works_psfigures_DRM_NPP_idea03_with_element.pdf}} %\vspace*{-5.50cm} %\hspace*{1cm} %\vspace*{-2.50cm} %\end{center} %\vspace*{-0.3cm} \end{flushright} \end{figure} \end{frame} % %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%% \begin{frame} \frametitle{Cruas NPP FEM Analysis} \vspace*{4mm} % \begin{itemize} % % % \vspace*{2mm} % \item[-] Cruas NPP FEM model for Real-ESSI % % %\vspace*{2mm} % %\item[-] Collaboration with the ETH-Zuerich on model development % % %\vspace*{1mm} % %\item[-] \url{http://sokocalo.engr.ucdavis.edu/~jeremic/for_US-NRC/Model_Cruas_NPP_03Jun2024/} % % % \end{itemize} \hspace*{-30mm} \begin{figure}[!h] \begin{center} \hspace*{-30mm} \includegraphics[width=6.0truecm]{/home/jeremic/tex/works/Conferences/2024/NRC_Monthly_telecon_SMATCH_Benchmark_22Apr2024/Cruas_NPP_model_graphics/CRUAS_model_cross_section.png} \includegraphics[width=6.0truecm]{/home/jeremic/tex/works/Conferences/2024/NRC_Monthly_telecon_SMATCH_Benchmark_04Sep2024/present/Cruas_NPP_DRM_model.png} \hspace*{-30mm} \end{center} \end{figure} \hspace*{-30mm} \end{frame} %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%% \subsection{Cruas NPP Analysis} % % %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%% \begin{frame} \frametitle{NRC/LBNL EQ, Regional Scale Model} \begin{figure}[!h] \begin{center} \includegraphics[width=8.0truecm]{/home/jeremic/tex/works/lecture_notes_SOKOCALO/Figure-files/_Chapter_Applications_ESSI_for_Cruas_NPP/Cruas_model-2d-ela.pdf} %\caption{\label{Cruas_NPP_model-2d-ela} FE model used in the preliminary \twoD simulation of the Le Teil earthquake} \end{center} \end{figure} % \begin{itemize} \item[-] Wave propagation, shallow source, layered \item[-] Rayleigh and Stonely waves \item[-] 2D model, plane, $25^{o}$ east of north (N$25^{o}$E) \item[-] Cruas NPP location geology \item[-] Goal is to recreate similar surface waves \end{itemize} \end{frame} %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%% \begin{frame} \frametitle{NRC/LBNL EQ, Disp., $1.3$km away, Surface ($-0m$)} \begin{figure}[!h] \begin{center} \includegraphics[width=9.0truecm]{/home/jeremic/tex/works/lecture_notes_SOKOCALO/Figure-files/_Chapter_Applications_ESSI_for_Cruas_NPP/Cruas_disp-hodo-2D-ela-z0.pdf} %\caption{\label{Cruas_NPP_model-2d-ela} FE model used in the preliminary \twoD simulation of the Le Teil earthquake} \end{center} \end{figure} % \end{frame} % %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%% % \begin{frame} % \frametitle{NRC/LBNL EQ, Disp., $1.3$km away, Rock ($-20m$)} % % % % % % \begin{figure}[!h] % \begin{center} % \includegraphics[width=9.0truecm]{/home/jeremic/tex/works/lecture_notes_SOKOCALO/Figure-files/_Chapter_Applications_ESSI_for_Cruas_NPP/Cruas_disp-hodo-2D-ela-z20.pdf} % %\caption{\label{Cruas_NPP_model-2d-ela} FE model used in the preliminary \twoD simulation of the Le Teil earthquake} % \end{center} % \end{figure} % % % % % \end{frame} %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%% \begin{frame} \frametitle{NRC/LBNL EQ, Acc., $1.3$km away, Surface ($-0m$)} \begin{figure}[!h] \begin{center} \includegraphics[width=9.0truecm]{/home/jeremic/tex/works/lecture_notes_SOKOCALO/Figure-files/_Chapter_Applications_ESSI_for_Cruas_NPP/Cruas_acc-hodo-2D-ela-z0.pdf} %\caption{\label{Cruas_NPP_model-2d-ela} FE model used in the preliminary \twoD simulation of the Le Teil earthquake} \end{center} \end{figure} % \end{frame} % % %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%% % \begin{frame} % \frametitle{NRC/LBNLEQ, Acc. $1.3$km away, Rock ($-20m$)} % % % % % % \begin{figure}[!h] % \begin{center} % \includegraphics[width=9.0truecm]{/home/jeremic/tex/works/lecture_notes_SOKOCALO/Figure-files/_Chapter_Applications_ESSI_for_Cruas_NPP/Cruas_acc-hodo-2D-ela-z20} % %\caption{\label{Cruas_NPP_model-2d-ela} FE model used in the preliminary \twoD simulation of the Le Teil earthquake} % \end{center} % \end{figure} % % % % % \end{frame} % % % %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%% % \subsection{Cruas NPP FEM Analysis} % %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%% % % % % %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%% % \begin{frame} % \frametitle{Cruas NPP Model} % % % % \vspace*{4mm} % \begin{itemize} % % % \vspace*{2mm} % \item[-] Real-FEI model for Structure/slab finalized % % \vspace*{2mm} % \item[-] Collaboration with the ETH-Zuerich on model development % % %\vspace*{1mm} % %\item[-] \url{http://sokocalo.engr.ucdavis.edu/~jeremic/for_US-NRC/Model_Cruas_NPP_03Jun2024/} % % % \end{itemize} % % % % % %\hspace*{5mm} % \begin{figure}[!h] % \begin{center} % \includegraphics[width=6.0truecm]{/home/jeremic/tex/works/Conferences/2024/NRC_Monthly_telecon_SMATCH_Benchmark_22Apr2024/Cruas_NPP_model_graphics/CRUAS_model_cross_section.png} % \end{center} % \end{figure} % % % \end{frame} % % %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%% % %\subsection{Motivation} % \subsection{Cruas NPP Model and Motions} % % %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%% % \begin{frame} % \frametitle{Cruas NPP Site} % % % \begin{figure}[!hbpt] % \begin{center} % \includegraphics[width=9.0truecm]{/home/jeremic/tex/works/lecture_notes_SOKOCALO/Figure-files/_Chapter_Applications_ESSI_for_Cruas_NPP/Cruas_stations.pdf} % %\caption{\label{Cruas_NPP_stations} Locations of the free-field instruments at the Cruas NPP and near Le Teil} % \end{center} % \end{figure} % % % % % % % \begin{itemize} % % % % % % \item[-] % % % % % % \end{itemize} % % % \end{frame} % % % % % % %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%% % \begin{frame} % \frametitle{Cruas NPP Site} % % % % % Stations \#1 and \#2, separated by $\approx$ 800m/2600ft % % % \begin{figure}[!hbpt] % \begin{center} % \includegraphics[width=8.0truecm]{/home/jeremic/tex/works/lecture_notes_SOKOCALO/Figure-files/_Chapter_Applications_ESSI_for_Cruas_NPP/Cruas_NPP_soil_profiles.pdf} % %\caption{\label{Cruas_NPP_soil_profile} Shallow geology profiles at station~1 and station~2 at Cruas NPP} % \end{center} % \end{figure} % % % % \begin{itemize} % % % % % % % % % % \item[-] % % % % % % \end{itemize} % % % \end{frame} % % % % % % % %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%% % \begin{frame} % \frametitle{Cruas NPP Model} % % % \hspace*{5mm} % \begin{figure}[!h] % \begin{center} % \includegraphics[width=8.0truecm]{/home/jeremic/tex/works/Conferences/2024/NRC_Monthly_telecon_SMATCH_Benchmark_22Apr2024/Cruas_NPP_model_graphics/CRUAS_model_cross_section.png} % \end{center} % \end{figure} % % % \end{frame} % % % %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%% % \begin{frame} % \frametitle{Cruas NPP Model, Dimensions} % % % \hspace*{5mm} % \begin{figure}[!h] % \begin{center} % \includegraphics[width=10.0truecm]{/home/jeremic/tex/works/Conferences/2024/NRC_Monthly_telecon_SMATCH_Benchmark_15Jul2024/present/Cruas_NPP_cross_section_DIMENSIONS.png} % \end{center} % \end{figure} % % % \end{frame} % % % % % % % %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%% % \begin{frame} % \frametitle{Cruas NPP Eigen Analysis} % % % % % \begin{itemize} % % \vspace*{2mm} % \item[-] Total mass, NPP (two slabs): $M = 409,829$~t % % \vspace*{2mm} % \item[-] Internal structure, $F^{is}_{1,2} = 3.9; 4.0$~Hz % % \vspace*{2mm} % \item[-] Shield building, $F^{sb}_{1,2} = 4.2; 4.3$~Hz % % \vspace*{2mm} % \item[-] NPP island on isolators ($M = 409,000$~t, $39,945$~MN ), $F = 1.3$~Hz % % \vspace*{2mm} % \item[-] $M = 409,000$~t), $F = 1.3$~Hz % % % \item[-] Overall Compressional Stiffness, 1812 pads, \\ $K_c = % 6,506,892,000.00$~kN/m % % % \end{itemize} % % % \end{frame} % % % % % %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%% % \begin{frame} % \frametitle{Cruas NPP Eigen Analysis} % % % % \begin{itemize} % % \item[-] % % \item[-] % % \item[-] % % % \item[-] % % \item[-] % % \item[-] % % % \end{itemize} % % % % % \hspace*{5mm} % % \begin{figure}[!h] % % \begin{center} % % % \includegraphics[width=10.0truecm]{/home/jeremic/tex/works/Conferences/2024/NRC_Monthly_telecon_SMATCH_Benchmark_14Jun2024/present/Cruas_NPP_gravity_disp.png} % % \end{center} % % \end{figure} % % % \end{frame} % % % % % % %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%% % \begin{frame} % \frametitle{Cruas NPP Model} % % % \hspace*{5mm} % \begin{figure}[!h] % \begin{center} % %\includegraphics[width=3.0truecm]{/home/jeremic/tex/works/Conferences/2024/NRC_Monthly_telecon_SMATCH_Benchmark_22Apr2024/Cruas_NPP_model_graphics/CRUAS_model_xz_1.png} % %\includegraphics[width=3.0truecm]{/home/jeremic/tex/works/Conferences/2024/NRC_Monthly_telecon_SMATCH_Benchmark_22Apr2024/Cruas_NPP_model_graphics/CRUAS_model_xz_2.png} % %\includegraphics[width=3.0truecm]{/home/jeremic/tex/works/Conferences/2024/NRC_Monthly_telecon_SMATCH_Benchmark_22Apr2024/Cruas_NPP_model_graphics/CRUAS_model_yz_1.png} % %\includegraphics[width=3.0truecm]{/home/jeremic/tex/works/Conferences/2024/NRC_Monthly_telecon_SMATCH_Benchmark_22Apr2024/Cruas_NPP_model_graphics/CRUAS_model_yz_2.png} % \includegraphics[width=10.0truecm]{/home/jeremic/tex/works/Conferences/2024/NRC_Monthly_telecon_SMATCH_Benchmark_22Apr2024/Cruas_NPP_model_graphics/CRUAS_model_bottom.png} % %\includegraphics[width=3.0truecm]{/home/jeremic/tex/works/Conferences/2024/NRC_Monthly_telecon_SMATCH_Benchmark_22Apr2024/Cruas_NPP_model_graphics/CRUAS_model_top.png} % \end{center} % \end{figure} % % % \end{frame} % %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%% % % %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%% % \begin{frame} % \frametitle{Cruas NPP Isolator Pads} % % % \vspace*{-10mm} % \begin{itemize} % % \item[-] Compressional Stiffness, per pad, \\ $K_c = 3,591.00$~MN/m % % %\vspace*{3mm} % \item[-] Shear Stiffness, per pad, \\ $K_s = 15.685.00$~MN/m % % %\vspace*{3mm} % \item[-] Overall Compressional Stiffness, 1812 pads, \\ $K_c = % 6,506,892.00$~MN/m % % %\vspace*{3mm} % \item[-] Overall Shear Stiffness, 1812 pads, \\ $K_s = 28,421.22$~MN/m % % \end{itemize} % % % % \vspace*{-50mm} % \begin{figure}[!h] % \begin{flushright} % %\hspace*{-5mm} % \includegraphics[width=4.0truecm]{/home/jeremic/tex/works/Conferences/2024/NRC_Monthly_telecon_SMATCH_Benchmark_15Jul2024/present/Cruas_NPP_elastomeric_pad.png} % \end{flushright} % \end{figure} % % % \end{frame} % %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%% % \subsection{Cruas NPP Eigen Analysis} %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%% % % % % % %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%% % \begin{frame} % \frametitle{Cruas NPP Eigen Analysis} % % % % % \begin{itemize} % % \vspace*{1mm} % \item[-] Total mass, NPP (two slabs): $M = 409,829$~t % % \vspace*{1mm} % \item[-] Internal structure, $F^{is}_{1,2} = 3.9; 4.0$~Hz % % \vspace*{1mm} % \item[-] Shield building, $F^{sb}_{1,2} = 4.2; 4.3$~Hz % % \vspace*{1mm} % \item[-] NPP island on isolators ($M = 409,000$~t, $39,945$~MN ), % % %\vspace*{1mm} % % \item[-] $M = 409,000$~t), % % % https://www.omnicalculator.com/physics/natural-frequency % % https://www.omnicalculator.com/physics/natural-frequency#how-do-you-calculate-the-natural-frequency-of-a-coiled-spring % \vspace*{1mm} % \item[-] Shear/Horizontal Stiffness $K_H = 28,421.22$~MN/m % % \vspace*{1mm} % \item[-] Horizontal/shear eigen frequency $F_h = 1.32$~Hz % % % https://www.omnicalculator.com/physics/natural-frequency % % https://www.omnicalculator.com/physics/natural-frequency#how-do-you-calculate-the-natural-frequency-of-a-coiled-spring % % \vspace*{1mm} % \item[-] Axial/Vertical Stiffness $K_V = 6,506,892.00$~MN/m % % % \vspace*{1mm} % \item[-] Vertical/axial eigen frequency $F_v = 20.075$~Hz % % % \end{itemize} % % % \end{frame} % % % % %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%% % %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%% % %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%% % %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%% % \begin{frame} % \frametitle{Cruas NPP Isolator Aging/Stiffness} % % \begin{itemize} % \vspace*{1mm} % \item[-] $G=3.2$MPa $\rightarrow$ re-calibration from eigen analysis % \item[-] Shear stiffness re-calibration $K_S=19.7$MN/m % \item[-] Original shear stiffnes $K_S=15.7$MN/m % \end{itemize} % % %\vspace*{-50mm} % \begin{figure}[!h] % \begin{center} % %\hspace*{-5mm} % \includegraphics[width=8.0truecm]{/home/jeremic/tex/works/Conferences/2024/NRC_Monthly_telecon_SMATCH_Benchmark_04Sep2024/present/Cruas_NPP_base_isolators_01.png} % \end{center} % \end{figure} % % \end{frame} % % % % % % %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%% % %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%% % %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%% % %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%% % %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%% % \begin{frame} % \frametitle{Fukushima NPP: Vertical Isolator Amplification +80\% } % % \vspace*{10mm} % % \begin{figure}[!hbpt] % \begin{center} % \hspace*{-20mm} % \includegraphics[width=6.0truecm]{/home/jeremic/tex/works/Conferences/2024/DOE_Natural_Hazard_Phenomena_at_NRC_29-30Oct2024/present/Fukushima_NPP_vertical_amplification_01.jpg} % \hspace*{5mm} % \includegraphics[width=4.0truecm]{/home/jeremic/tex/works/Conferences/2024/DOE_Natural_Hazard_Phenomena_at_NRC_29-30Oct2024/present/Fukushima_NPP_vertical_amplification_02.jpg} % \hspace*{-20mm} % \end{center} % \end{figure} % % % % \vspace*{5mm} % \begin{flushleft} % %{\tiny{Control Rod Drive System DAMAGE [TEPCO]}} % {{Base isolation, VERTICAL amplification (!) [JAEE/LLNL, 2012]}} % \end{flushleft} % % % % \vspace*{-12mm} % % \begin{flushright} % % {\tiny[LLNL]} % % \end{flushright} % % % % % % \end{frame} % %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%% % % % %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%% % %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%% % \begin{frame} % \frametitle{Cruas NPP Free Vibration} % % \begin{itemize} % \vspace*{1mm} % \item[-] Observed/measured $F = 1.4$Hz % \vspace*{1mm} % \item[-] Reminder, from SDOF analysis $F = 1.3$Hz % \end{itemize} % % %\vspace*{-50mm} % \begin{figure}[!h] % \begin{center} % %\hspace*{-5mm} % \includegraphics[width=5.0truecm]{/home/jeremic/tex/works/Conferences/2024/NRC_Monthly_telecon_SMATCH_Benchmark_04Sep2024/present/Cruas_NPP_free_vibration_01.png} % \includegraphics[width=5.0truecm]{/home/jeremic/tex/works/Conferences/2024/NRC_Monthly_telecon_SMATCH_Benchmark_04Sep2024/present/Cruas_NPP_free_vibration_02.png} % \end{center} % \end{figure} % % \end{frame} % % % % %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%% % %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%% % %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%% % \begin{frame} % \frametitle{Cruas NPP Sensor Locations} % % % \begin{itemize} % % \vspace*{1mm} % % \item[-] % % \end{itemize} % % %\vspace*{-50mm} % \begin{figure}[!h] % \begin{center} % %\hspace*{-5mm} % \includegraphics[width=10.0truecm]{/home/jeremic/tex/works/Conferences/2024/NRC_Monthly_telecon_SMATCH_Benchmark_04Sep2024/present/Cruas_NPP_sensor_locations_01.png} % \end{center} % \end{figure} % % \end{frame} % % % % % % % %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%% % %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%% % %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%% % %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%% % \begin{frame} % \frametitle{Seismic Wave Length, Frequencies} % % % \vspace*{3mm} % % \begin{itemize} % % \item[-] SSI for some wave lengths/wave frequencies is $3 \times 1D/1C$ % % \item[-] Cruas NPP is about 150m long % % % \item[-] Assume $V_s = 800$m/s ($V_s = 800, 1600$m/s) % % % \end{itemize} % % % % \begin{figure}[!htb] % \begin{center} % \includegraphics[width=8cm]{/home/jeremic/tex/works/consulting/2017/IAEA/TECDOC/Version_14Mar2017/1Dvs3x1Dvs3D_waves_02.pdf} % \includegraphics[width=6cm]{/home/jeremic/tex/works/Conferences/2024/NRC_Monthly_telecon_SMATCH_Benchmark_04Sep2024/present/Cruas_NPP_wave_length_01.png} % \end{center} % \end{figure} % % % % % \end{frame} % % % % % %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%% % %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%% % %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%% % %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%% % \begin{frame} % \frametitle{Seismic Wave Length, Frequencies} % % % \begin{figure}[!htb] % \begin{center} % \includegraphics[width=12cm]{/home/jeremic/tex/works/Conferences/2024/NRC_Monthly_telecon_SMATCH_Benchmark_04Sep2024/present/Cruas_NPP_wave_length_01.png} % \end{center} % \end{figure} % % % % % \end{frame} % % % % % % % % %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%% % %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%% % \begin{frame} % \frametitle{Cruas NPP Sensor Locations} % % % \begin{itemize} % % \vspace*{1mm} % % \item[-] % % \end{itemize} % % %\vspace*{-50mm} % \begin{figure}[!h] % \begin{center} % %\hspace*{-5mm} % \includegraphics[width=10.0truecm]{/home/jeremic/tex/works/Conferences/2024/NRC_Monthly_telecon_SMATCH_Benchmark_04Sep2024/present/Cruas_NPP_sensor_locations_01.png} % \end{center} % \end{figure} % % \end{frame} % % % % % %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%% % %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%% % %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%% % \begin{frame} % \frametitle{Analysis Comparison Plots} % % % \vspace*{5mm} % % % \begin{itemize} % \vspace*{1mm} % \item[-] EAU: simulation results % % \vspace*{1mm} % \item[-] TH-EAU: measurements % % \vspace*{1mm} % \item[-] Analysis compares well in H direction % % % \vspace*{1mm} % \item[-] Analysis overpredicts V direction, use of 1D/1C P wave ? % % % % \end{itemize} % % % % % % % \url{http://sokocalo.engr.ucdavis.edu/~jeremic/for_US-NRC/SMATCH_Analysis_Comparison_plots/} % % % % \end{frame} % % % % % %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%% \begin{frame} \frametitle{NRC/LBNL Analysis} \vspace*{5mm} \begin{itemize} \vspace*{3mm} \item[-] FEM model: EDF geometry and collab. with ETH \vspace*{3mm} \item[-] Material properties as originally defined/provided \vspace*{3mm} \item[-] Linear elastic material assumed, small motions \vspace*{3mm} \item[-] Seismic motions: \begin{itemize} \item[-] $3 \times 1C $ \item[-] $3/6C$ \end{itemize} \end{itemize} % % \url{http://sokocalo.engr.ucdavis.edu/~jeremic/for_US-NRC/SMATCH_Analysis_Comparison_plots/} % \end{frame} % % %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%% \begin{frame} \frametitle{Analysis Comparison, EAU\_01} % \begin{itemize} % \vspace*{1mm} % \item[-] % \end{itemize} \vspace*{5mm} \begin{itemize} \vspace*{1mm} \item[-] EAU $\rightarrow$ Analysis, $3 \times 1C$ motions \vspace*{1mm} \item[-] TH-EAU $\rightarrow$ Measurement \end{itemize} \vspace*{-30mm} \begin{figure}[!h] \begin{flushright} \includegraphics[width=5.0truecm]{/home/jeremic/tex/works/Conferences/2024/NRC_Monthly_telecon_SMATCH_Benchmark_04Sep2024/present/Cruas_NPP_sensor_locations_01.png} \hspace*{-5mm} \end{flushright} \end{figure} %\vspace*{-50mm} \begin{figure}[!h] \begin{center} \hspace*{-15mm} \includegraphics[width=4.0truecm]{/home/jeremic/public_html/for_US-NRC/SMATCH_Analysis_Comparison_plots/EAU_001/Comparison_EAU_001_u_responseSpectra.pdf} \includegraphics[width=4.0truecm]{/home/jeremic/public_html/for_US-NRC/SMATCH_Analysis_Comparison_plots/EAU_001/Comparison_EAU_001_v_responseSpectra.pdf} \includegraphics[width=4.0truecm]{/home/jeremic/public_html/for_US-NRC/SMATCH_Analysis_Comparison_plots/EAU_001/Comparison_EAU_001_w_responseSpectra.pdf} \hspace*{-15mm} \end{center} \end{figure} %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%% \vspace*{-3mm} E-W \hspace*{32mm} N-S \hspace*{32mm} U-D %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%% \end{frame} %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%% \begin{frame} \frametitle{Analysis Comparison, EAU\_02} % \begin{itemize} % \vspace*{1mm} % \item[-] % \end{itemize} \vspace*{5mm} \begin{itemize} \vspace*{1mm} \item[-] EAU $\rightarrow$ Analysis, $3 \times 1C$ motions \vspace*{1mm} \item[-] TH-EAU $\rightarrow$ Measurement \end{itemize} \vspace*{-30mm} \begin{figure}[!h] \begin{flushright} \includegraphics[width=5.0truecm]{/home/jeremic/tex/works/Conferences/2024/NRC_Monthly_telecon_SMATCH_Benchmark_04Sep2024/present/Cruas_NPP_sensor_locations_01.png} \hspace*{-5mm} \end{flushright} \end{figure} %\vspace*{-50mm} \begin{figure}[!h] \begin{center} \hspace*{-15mm} \includegraphics[width=4.0truecm]{/home/jeremic/public_html/for_US-NRC/SMATCH_Analysis_Comparison_plots/EAU_002/Comparison_EAU_002_u_responseSpectra.pdf} \includegraphics[width=4.0truecm]{/home/jeremic/public_html/for_US-NRC/SMATCH_Analysis_Comparison_plots/EAU_002/Comparison_EAU_002_v_responseSpectra.pdf} \includegraphics[width=4.0truecm]{/home/jeremic/public_html/for_US-NRC/SMATCH_Analysis_Comparison_plots/EAU_002/Comparison_EAU_002_w_responseSpectra.pdf} \hspace*{-15mm} \end{center} \end{figure} %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%% \vspace*{-3mm} E-W \hspace*{32mm} N-S \hspace*{32mm} U-D %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%% \end{frame} %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%% \begin{frame} \frametitle{Analysis Comparison, EAU\_03} % \begin{itemize} % \vspace*{1mm} % \item[-] % \end{itemize} \vspace*{5mm} \begin{itemize} \vspace*{1mm} \item[-] EAU $\rightarrow$ Analysis, $3 \times 1C$ motions \vspace*{1mm} \item[-] TH-EAU $\rightarrow$ Measurement \end{itemize} \vspace*{-30mm} \begin{figure}[!h] \begin{flushright} \includegraphics[width=5.0truecm]{/home/jeremic/tex/works/Conferences/2024/NRC_Monthly_telecon_SMATCH_Benchmark_04Sep2024/present/Cruas_NPP_sensor_locations_01.png} \hspace*{-5mm} \end{flushright} \end{figure} %\vspace*{-50mm} \begin{figure}[!h] \begin{center} \hspace*{-15mm} \includegraphics[width=4.0truecm]{/home/jeremic/public_html/for_US-NRC/SMATCH_Analysis_Comparison_plots/EAU_003/Comparison_EAU_003_u_responseSpectra.pdf} \includegraphics[width=4.0truecm]{/home/jeremic/public_html/for_US-NRC/SMATCH_Analysis_Comparison_plots/EAU_003/Comparison_EAU_003_v_responseSpectra.pdf} \includegraphics[width=4.0truecm]{/home/jeremic/public_html/for_US-NRC/SMATCH_Analysis_Comparison_plots/EAU_003/Comparison_EAU_003_w_responseSpectra.pdf} \hspace*{-15mm} \end{center} \end{figure} %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%% \vspace*{-3mm} E-W \hspace*{32mm} N-S \hspace*{32mm} U-D %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%% \end{frame} % %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%% % \begin{frame} % \frametitle{Cruas NPP, Response 01} % % % \begin{itemize} % % \vspace*{1mm} % % \item[-] % % \end{itemize} % % % % % local % % local % % local % \vspace*{-5mm} % \begin{center} % %\movie[label=show3,width=8.5cm,poster,autostart,showcontrols,loop] % %\hspace*{-12mm} % % %\movie[label=show3,width=6.0cm,autostart,showcontrols] % % \movie[label=show3,width=6.0cm,poster] % % {\includegraphics[width=60mm]{movie_input_mp4_icon.jpeg}}{movie_input.mp4} % % \hspace*{-2mm} % % %\hfill % \hspace*{-5mm} % % % % %\movie[label=show3,width=5.3cm,poster,autostart,showcontrols] % \movie[label=show3,width=120mm,poster, showcontrols] % {\includegraphics[width=120mm]{/home/jeremic/tex/works/Thesis/JasonChen/Cruas_NPP_animations/Cruas_NPP_30_degrees_ricker_wave_real_time.jpg}} % {/home/jeremic/tex/works/Thesis/JasonChen/Cruas_NPP_animations/Cruas_NPP_30_degrees_ricker_wave_real_time.mp4} % % % % \movie[label=show3,width=100mm,poster,autostart,showcontrols] % % %\movie[label=show3,width=90mm,poster] % % {\includegraphics[width=90mm]{/home/jeremic/public_html/lecture_notes_online_material/_Chapter_Applications_ESSI_for_NPPs/Free_Field_small_model_April2015/movie_input_mp4_icon.jpeg}} % % {/home/jeremic/public_html/lecture_notes_online_material/_Chapter_Applications_ESSI_for_NPPs/Free_Field_small_model_April2015/movie_input.mp4} % \hspace*{-12mm} % \end{center} % % local % % local % % local % % % % \end{frame} % % %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%% \begin{frame} \frametitle{Cruas NPP, Response, $3 \times 1C$} % \begin{itemize} % \vspace*{1mm} % \item[-] % \end{itemize} % local % local % local \vspace*{-5mm} \begin{center} %\movie[label=show3,width=8.5cm,poster,autostart,showcontrols,loop] %\hspace*{-12mm} % %\movie[label=show3,width=6.0cm,autostart,showcontrols] % \movie[label=show3,width=6.0cm,poster] % {\includegraphics[width=60mm]{movie_input_mp4_icon.jpeg}}{movie_input.mp4} % \hspace*{-2mm} % %\hfill \hspace*{-5mm} % % %\movie[label=show3,width=5.3cm,poster,autostart,showcontrols] % \movie[label=show3,width=120mm,poster, showcontrols] \movie[label=show3,width=120mm,showcontrols] {\includegraphics[width=120mm]{/home/jeremic/tex/works/Thesis/JasonChen/Cruas_NPP_animations/Cruas_NPP_10x_slower.jpg}} {/home/jeremic/tex/works/Thesis/JasonChen/Cruas_NPP_animations/Cruas_NPP_10x_slower.mp4} % % \movie[label=show3,width=100mm,poster,autostart,showcontrols] % %\movie[label=show3,width=90mm,poster] % {\includegraphics[width=90mm]{/home/jeremic/public_html/lecture_notes_online_material/_Chapter_Applications_ESSI_for_NPPs/Free_Field_small_model_April2015/movie_input_mp4_icon.jpeg}} % {/home/jeremic/public_html/lecture_notes_online_material/_Chapter_Applications_ESSI_for_NPPs/Free_Field_small_model_April2015/movie_input.mp4} \hspace*{-12mm} \end{center} % local % local % local % \end{frame} %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%% % % %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%% % % %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%% % \subsection{Cruas NPP Response with Surface Waves} % %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%% % %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%% % %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%% % % % % % %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%% % % %\subsection{Motivation} \section{Summary} % %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%% \subsection{\ } % %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%% % %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%% % %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%% % %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%% % %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%% % \begin{frame} % \frametitle{SMATCH Schedule} % % % % \begin{figure}[!h] % \begin{center} % %\hspace*{-5mm} % \includegraphics[width=10.0truecm]{/home/jeremic/tex/works/Conferences/2024/NRC_Monthly_telecon_SMATCH_Benchmark_15Jul2024/present/SMATCH_schedule_ver25jUN2024.png} % \end{center} % \end{figure} % % % \end{frame} % % % % % %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%% % \begin{frame} % \frametitle{SMATCH Schedule} % % % \begin{figure}[!h] % \begin{center} % %\hspace*{-5mm} % \includegraphics[width=10.0truecm]{/home/jeremic/tex/works/Conferences/2024/NRC_Monthly_telecon_SMATCH_Benchmark_15Jul2024/present/SMATCH_schedule_ver25jUN2024.png} % \end{center} % \end{figure} % % % \end{frame} % % % % % %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%% % %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%% \begin{frame} \frametitle{Summary} \begin{itemize} % \item[-] SMiRT-27 Report % \vspace*{2mm} % \item[-] Analysis good in H direction % % % \vspace*{1mm} % \item[-] Analysis overpredicts V direction, use of 1D/1C P wave ? % \vspace*{3mm} \item[-] Unique opportunity for validation of SSI analysis %\vspace*{-2mm} \vspace*{3mm} \item[-] Effects of realistic seismic body and surface waves % \vspace*{3mm} % \item[-] % Realistic behavior of materials, elastic, inelastic % %(soil, interfaces, concrete, steel) for stronger motions % \vspace*{3mm} \item[-] Base isolators, response sensitivity to aging/stiffness % \vspace*{3mm} % \item[-] Stress motions, test the resilience of SSI system % \vspace*{15mm} {\tiny DISCLAIMER NOTICE: The findings and opinions expressed in this presentation are those of the authors and do not necessarily reflect the view of the U.S. Nuclear Regulatory Commission nor Lawrence Berkeley National Laboratory nor University of California). } \vspace*{-5mm} % % \vspace*{3mm} % \item[-] Real-ESSI Simulator: \hspace*{3mm} % \underline{\url{http://real-essi.us/}} % % \vspace*{3mm} % \item[-] All d % \vspace*{3mm} % \item[-] Issue of unintended base isolation, as per Bob Kennedy, water-stops, % plastic sheets, $\Phi \approx 23^{o}$ (only!) % % \vspace*{1mm} % \item[-] Continued working on reporting % % and interfaces/contacts % % \vspace*{1mm} % \item[-] Realistic analysis, inelastic, QA, new ASCE-4 % % % % \vspace*{3mm} % \item[-] "NPP Analysis Guidance" in progress % % %\vspace*{3mm} % % \item[-] "NPP Analysis Lessons Learned" in progress % % \vspace*{3mm} % \item[-] ASCE-4 restart ! % \end{itemize} \end{frame} \end{document} % %