Template Ibracon (english)
Author
Marcos Alves da Silva, Rafael Sanabria Díaz, Leonardo H. B. de Oliveira
Last Updated
před 5 lety
License
Creative Commons CC BY 4.0
Abstract
Template Ibracon (english)
Template Ibracon (english)
%% ----------------------------------------------------------------------
% Template LaTeX for IBRACON 2019.
%
% This LATEX documment is a prototype of Microsoft Word template
% -----------------------------------------------------------------------
\documentclass[12pt, a4paper, oneside]{article}
\usepackage[utf8]{inputenc}
\usepackage{cmap}
\usepackage[T1]{fontenc}
\usepackage[brazilian]{babel}
\usepackage[top=2cm, bottom=6cm, left=2cm, right=2cm, includefoot, heightrounded]{geometry} % <- keep this space!
\setlength\headheight{4cm} % <- keep this space!
\usepackage{nicefrac}
\usepackage{amsmath}
\usepackage{placeins}
\renewcommand{\familydefault}{\sfdefault}
\usepackage{helvet}
\usepackage{times}
\usepackage{booktabs}
\usepackage{comment}
\usepackage{fancyhdr}
\usepackage{titlesec}
\renewcommand{\theequation}{Equation \arabic{equation}}
\usepackage{graphicx}
\usepackage[table,xcdraw]{xcolor}
\usepackage[alf, abnt-etal-cite=2,abnt-emphasize=bf]{abntex2cite}
% --------------------------------------------------------------------------
% Adicional packages
% --------------------------------------------------------------------------
% --------------------------------------------------------------------------
% Do not edit this part
% --------------------------------------------------------------------------
\tolerance=1
\emergencystretch=\maxdimen
\hyphenpenalty=10000
\hbadness=10000
\setlength\parindent{0pt}
\titlespacing*{\section}{0pt}{0.25\baselineskip}{0.25\baselineskip}
\titlespacing*{\subsection}{0pt}{0.25\baselineskip}{0.25\baselineskip}
\titlespacing*{\subsubsection}{0pt}{0.25\baselineskip}{0.25\baselineskip}
\titleformat*{\section}{\large\bfseries}
\titleformat*{\subsection}{\large}
\titleformat*{\subsubsection}{\normalsize}
\setlength{\parskip}{3pt}
% --------------------------------------------------------------------------
% Do not edit this part
% --------------------------------------------------------------------------
\pagestyle{fancy}
\fancyhf{}
\fancyhead[C]{\includegraphics[width=1.0\linewidth]{Figuras/Ibracon_logo.jpg}}
\fancyfoot[C]{\vspace{0.5cm}
\footnotesize ANAIS DO 61º CONGRESSO BRASILEIRO DO CONCRETO - CBC2019 – 61CBC2019 \hspace{2cm} \thepage }
\renewcommand{\headrulewidth}{.0pt}
\renewcommand{\footrulewidth}{.0pt}
% --------------------------------------------------------------------------
\begin{document}
% --------------------------------------------------------------------------
% Title of the paper
% -------------------------------------------------------------------------
\begin{center}
\large
\textbf{In this Line write down the Title with 200 Characters} \\
\vspace{0.2cm} % <- keep this space!
\normalsize
\vspace{0.5cm} % <- keep this space!
\end{center}
% --------------------------------------------------------------------------
% Authors
% --------------------------------------------------------------------------
\begin{center}
Principal Author (1); Author (2); Author (2) - 150 characters
\vspace{0.5cm} % <-keep this space!
\footnotesize
\textit{(1) Author Job, University / Company - 200 characters} \\
\textit{Professor, PhD, Department of Structures and Foundation Engineering - 200 characters}\\
\textit{Mail Address - 200 characters}
\end{center}
\vspace{0.5cm} % <- keep this space!
% -----------------------------------------------------------------------
% Abstract
% ----------------------------------------------------------------------
\noindent {\large\textbf{Abstract}} \par
{\small
\noindent In this space write down the Paper's Summary. The Summary and Keywirds must be all in this page - 500 words, 1500 characters. \textbf{In case of pappers written in Spanish an abstract in English is mandatory.}}\\
\noindent {\fontfamily{ptm}\selectfont \textit{keyword:} \textit{80 characters}\par}
\clearpage
% -----------------------------------------------------------------------
% From now on you can find the layout for titles, figures, tables, legends and bibliographical references.
% Replace your text in here. PS. WARNING - the text, table and equations layout must be follow otherwise the paper could be rejected.
% -----------------------------------------------------------------------
\hspace{0.9cm} {\small {\fontfamily{ptm}\selectfont \textbf{Instruction}
\textcolor{gray}{
\begin{enumerate}
{\footnotesize
{\fontfamily{phv}\selectfont
\item Papers should be written in English or Spanish. Please follow strictly international grammatical rules for both languages. Poor written papers in any of the allowed languages will be subjected to rejection by the editorial borad.
\item Papers, including illustrations, tables and bibliography, are limited to 12 pages. Pages must be white, according to this template/model, with their corresponding headers and footnotes.
\item The font, for the body of the text, must be simple "Arial", size 12. They must in compliance with the standards established by this model.}}
\end{enumerate}}}}
\vspace{\baselineskip}
\hspace{0.9cm} \textcolor{gray}{\small \textbf{MODEL}}
\vspace{\baselineskip}
\section{Introduction}
\subsection{Problem Statement}
\subsubsection{Background}
Text in Arial size 12 – write your paper down here
\begin{figure}[h!]
\centering
\includegraphics[width=0.64\linewidth]{Figuras/figure_sample.jpg}
\caption{Title of the figure (\cite{fernandes1999reforcco})}
\end{figure}
\section{Distress Ocurrences}
In several kinds of piles the cracks .......\\
\vspace{\parskip}
\subsection{Distress Modeling}
\subsubsection{Mazars Model}
\vspace{\parskip}
Since the superposition of the stresses intensity factor ....\\
\vspace{\parskip}
% We recommend use https://mathpix.com/ tool to write equations
\begin{equation}\label{eqn_01}
{ G } = \frac { { K } _ { { I } } ^ { 2 } } { { E } } + \frac { { K } _ { { I } } ^ { 2 } } { { E } } + \frac { ( 1 + { U } ) ( 1 - 2 { U } ) { K } _ { { III } } ^ { 2 } } { { vE } } = \frac { { K } _ { { I } } ^ { 2 } } { { E } } + \frac { { K } _ { { II } } ^ { 2 } } { { E } } + \frac { { K } _ { { III } } ^ { 2 } } { \mu }
\end{equation}
\vspace{\parskip}
Values computed for G by using $K_I$ and $K_{II}$ as shown in figures 4 e 5 as reported by \citeonline{shah1995fracture} or anticipated by \citeonline{comite1993ceb}, or even through experimental methods like proposed by \citeonline{bittencourt2000estudo} ....
\vspace{\parskip}
% We recommend use https://www.tablesgenerator.com/ for tables creation
\begin{table}[h!]
\centering
\caption{Forces and moments in remaining section - $\gamma_f = 1,4$}
{\fontfamily{ptm}\selectfont % <- Times new roman font
\label{my-label}
\begin{tabular}{cccccccc}
\hline
\rowcolor[HTML]{C0C0C0}
\multicolumn{1}{|c|}{\cellcolor[HTML]{C0C0C0}Crack} & \multicolumn{1}{c|}{\cellcolor[HTML]{C0C0C0}Highness} & \multicolumn{3}{c|}{\cellcolor[HTML]{C0C0C0}Case I de Loading} & \multicolumn{3}{c|}{\cellcolor[HTML]{C0C0C0}Case II of Loading} \\ \hline
\multicolumn{1}{|c|}{$c (cm)$} & \multicolumn{1}{c|}{$a (cm)$} & \multicolumn{1}{c|}{$N_k (t_f)$} & \multicolumn{1}{c|}{$M_{kh} (T_fm)$} & \multicolumn{1}{c|}{$M_{ka} (t_fm)$} & \multicolumn{1}{c|}{$Nk (t_f)$} & \multicolumn{1}{c|}{$M_{kh} (t_fm)$} & \multicolumn{1}{c|}{$M_{ka} (t_fm)$} \\ \hline
\multicolumn{1}{|c|}{50} & \multicolumn{1}{c|}{124,1} & \multicolumn{1}{c|}{276,0} & \multicolumn{1}{c|}{2,8} & \multicolumn{1}{c|}{20,6} & \multicolumn{1}{c|}{242,8} & \multicolumn{1}{c|}{36,9} & \multicolumn{1}{c|}{17,6} \\ \hline
\multicolumn{1}{|c|}{120} & \multicolumn{1}{c|}{110,3} & \multicolumn{1}{c|}{276,0} & \multicolumn{1}{c|}{6,6} & \multicolumn{1}{c|}{43,6} & \multicolumn{1}{c|}{242,8} & \multicolumn{1}{c|}{39,7} & \multicolumn{1}{c|}{35,8} \\ \hline
\multicolumn{1}{|c|}{150} & \multicolumn{1}{c|}{104,3} & \multicolumn{1}{c|}{276,0} & \multicolumn{1}{c|}{8,3} & \multicolumn{1}{c|}{53,5} & \multicolumn{1}{c|}{242,8} & \multicolumn{1}{c|}{40,9} & \multicolumn{1}{c|}{43,8} \\ \hline
\multicolumn{1}{|c|}{200} & \multicolumn{1}{c|}{94,5} & \multicolumn{1}{c|}{276,0} & \multicolumn{1}{c|}{11,0} & \multicolumn{1}{c|}{69,9} & \multicolumn{1}{c|}{242,8} & \multicolumn{1}{c|}{42,9} & \multicolumn{1}{c|}{57,2} \\ \hline
\multicolumn{1}{|c|}{250} & \multicolumn{1}{c|}{84,6} & \multicolumn{1}{c|}{276,0} & \multicolumn{1}{c|}{13,8} & \multicolumn{1}{c|}{86,3} & \multicolumn{1}{c|}{242,8} & \multicolumn{1}{c|}{44,9} & \multicolumn{1}{c|}{70,6} \\ \hline
\multicolumn{1}{|c|}{430} & \multicolumn{1}{c|}{49,0} & \multicolumn{1}{c|}{276,0} & \multicolumn{1}{c|}{23,7} & \multicolumn{1}{c|}{145,5} & \multicolumn{1}{c|}{242,8} & \multicolumn{1}{c|}{52,1} & \multicolumn{1}{c|}{118,9} \\ \hline
& & & & & & & \\ \hline
\rowcolor[HTML]{C0C0C0}
\multicolumn{1}{|c|}{\cellcolor[HTML]{C0C0C0}$c (cm)$} & \multicolumn{1}{c|}{\cellcolor[HTML]{C0C0C0}$a (cm)$} & \multicolumn{1}{c|}{\cellcolor[HTML]{C0C0C0}$v_d$} & \multicolumn{1}{c|}{\cellcolor[HTML]{C0C0C0}$\mu_{db}$} & \multicolumn{1}{c|}{\cellcolor[HTML]{C0C0C0}$\mu_{da}$} & \multicolumn{1}{c|}{\cellcolor[HTML]{C0C0C0}$v_d$} & \multicolumn{1}{c|}{\cellcolor[HTML]{C0C0C0}$\mu_{dh}$} & \multicolumn{1}{c|}{\cellcolor[HTML]{C0C0C0}$\mu_{da}$} \\ \hline
\multicolumn{1}{|c|}{50} & \multicolumn{1}{c|}{124,1} & \multicolumn{1}{c|}{0,36} & \multicolumn{1}{c|}{0,01} & \multicolumn{1}{c|}{0,03} & \multicolumn{1}{c|}{0,31} & \multicolumn{1}{c|}{0,09} & \multicolumn{1}{c|}{0,02} \\ \hline
\multicolumn{1}{|c|}{120} & \multicolumn{1}{c|}{110,3} & \multicolumn{1}{c|}{0,39} & \multicolumn{1}{c|}{0,02} & \multicolumn{1}{c|}{0,07} & \multicolumn{1}{c|}{0,34} & \multicolumn{1}{c|}{0,11} & \multicolumn{1}{c|}{0,05} \\ \hline
\multicolumn{1}{|c|}{150} & \multicolumn{1}{c|}{104,3} & \multicolumn{1}{c|}{0,41} & \multicolumn{1}{c|}{0,02} & \multicolumn{1}{c|}{0,09} & \multicolumn{1}{c|}{0,36} & \multicolumn{1}{c|}{0,11} & \multicolumn{1}{c|}{0,07} \\ \hline
\multicolumn{1}{|c|}{200} & \multicolumn{1}{c|}{94,5} & \multicolumn{1}{c|}{0,44} & \multicolumn{1}{c|}{0,03} & \multicolumn{1}{c|}{0,14} & \multicolumn{1}{c|}{0,39} & \multicolumn{1}{c|}{0,13} & \multicolumn{1}{c|}{0,11} \\ \hline
\multicolumn{1}{|c|}{250} & \multicolumn{1}{c|}{84,6} & \multicolumn{1}{c|}{0,49} & \multicolumn{1}{c|}{0,04} & \multicolumn{1}{c|}{0,21} & \multicolumn{1}{c|}{0,43} & \multicolumn{1}{c|}{0,14} & \multicolumn{1}{c|}{0,17} \\ \hline
\multicolumn{1}{|c|}{430} & \multicolumn{1}{c|}{49,0} & \multicolumn{1}{c|}{0,79} & \multicolumn{1}{c|}{0,11} & \multicolumn{1}{c|}{1,00} & \multicolumn{1}{c|}{0,69} & \multicolumn{1}{c|}{0,25} & \multicolumn{1}{c|}{0,82} \\ \hline
\end{tabular}}
\end{table}
\newpage
\section{References}
% The bibliography must be inserted manually or through the package abnTex2
\renewcommand\refname{\vspace{-1.5cm}}
\bibliographystyle{abntex2-alf}
\bibliography{referencias} % <- Insert your reference on this file
\end{document}