<?xml version="1.0" encoding="ISO-8859-1"?><article xmlns:mml="http://www.w3.org/1998/Math/MathML" xmlns:xlink="http://www.w3.org/1999/xlink" xmlns:xsi="http://www.w3.org/2001/XMLSchema-instance">
<front>
<journal-meta>
<journal-id>2007-6835</journal-id>
<journal-title><![CDATA[Revista ALCONPAT]]></journal-title>
<abbrev-journal-title><![CDATA[Rev. ALCONPAT]]></abbrev-journal-title>
<issn>2007-6835</issn>
<publisher>
<publisher-name><![CDATA[Asociación Latinoamericana de Control de Calidad, Patología y Recuperación de la Construcción A.C.]]></publisher-name>
</publisher>
</journal-meta>
<article-meta>
<article-id>S2007-68352020000100003</article-id>
<article-id pub-id-type="doi">10.21041/ra.v10i1.415</article-id>
<title-group>
<article-title xml:lang="en"><![CDATA[Numerical-experimental analysis of ceramic block masonry walls of different thickness at high temperatures]]></article-title>
<article-title xml:lang="pt"><![CDATA[Análise numérico-experimental de paredes de alvenaria de bloco cerâmico com diferentes espessuras em altas temperaturas]]></article-title>
<article-title xml:lang="es"><![CDATA[Análisis numérico-experimental de paredes de mampostería con bloques de cerámica de diferentes espesores en altas temperaturas]]></article-title>
</title-group>
<contrib-group>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Bolina]]></surname>
<given-names><![CDATA[F.]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Tutikian]]></surname>
<given-names><![CDATA[B.]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Gonçalves]]></surname>
<given-names><![CDATA[J.]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Souza]]></surname>
<given-names><![CDATA[T.]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Manica]]></surname>
<given-names><![CDATA[G.]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
</contrib-group>
<aff id="Af1">
<institution><![CDATA[,Universidade do Vale do Rio dos Sinos  ]]></institution>
<addr-line><![CDATA[São Leopoldo ]]></addr-line>
<country>Brazil</country>
</aff>
<pub-date pub-type="pub">
<day>00</day>
<month>04</month>
<year>2020</year>
</pub-date>
<pub-date pub-type="epub">
<day>00</day>
<month>04</month>
<year>2020</year>
</pub-date>
<volume>10</volume>
<numero>1</numero>
<fpage>22</fpage>
<lpage>35</lpage>
<copyright-statement/>
<copyright-year/>
<self-uri xlink:href="http://www.scielo.org.mx/scielo.php?script=sci_arttext&amp;pid=S2007-68352020000100003&amp;lng=en&amp;nrm=iso"></self-uri><self-uri xlink:href="http://www.scielo.org.mx/scielo.php?script=sci_abstract&amp;pid=S2007-68352020000100003&amp;lng=en&amp;nrm=iso"></self-uri><self-uri xlink:href="http://www.scielo.org.mx/scielo.php?script=sci_pdf&amp;pid=S2007-68352020000100003&amp;lng=en&amp;nrm=iso"></self-uri><abstract abstract-type="short" xml:lang="en"><p><![CDATA[ABSTRACT The study discusses the fire resistance of vertical sealing systems composed of ceramic bricks with vertical holes at high temperatures. The masonry sealing construction system is widely used in the Brazilian construction market because it is a low cost and high productivity system compared to conventional elements. The results were obtained with finite element computational models, using the Ansys Mechanical software, calibrated by a real scale experimental test, determining the fire resistance time (FRT) for different block geometries. The computational analysis led to results that point to a limit in efficiency of the wall thickness increase in order to reach a high FRT in relation to the thermal insulation.]]></p></abstract>
<abstract abstract-type="short" xml:lang="pt"><p><![CDATA[RESUMO O estudo discute sobre a resistência ao fogo de sistemas de vedação vertical compostos por blocos cerâmicos com furos verticais em altas temperaturas. O sistema construtivo de vedação em alvenaria é amplamente utilizado no mercado da construção civil no Brasil por tratar-se de um sistema de baixo custo e alta produtividade em comparação aos elementos convencionais. Os resultados foram obtidos com modelos computacionais de elementos finitos, através do software Ansys Mechanical, calibrados por ensaio experimental em escala real, determinando-se o tempo de resistência ao fogo (TRF) para diferentes geometrias de blocos. As análises computacionais levaram a resultados que apontam um limite para eficiência do aumento de espessura de uma parede para se atingir TRF elevados em relação ao isolamento térmico.]]></p></abstract>
<abstract abstract-type="short" xml:lang="es"><p><![CDATA[RESUMEN Este estudio discute la resistencia al fuego de sistemas de sellado vertical compuestos por bloques cerámicos con agujeros verticales en altas temperaturas. La albañilería es ampliamente utilizada en el mercado de la construcción civil por tratarse de un sistema de bajo costo y alta productividad en comparación con los elementos convencionales. Los resultados fueron obtenidos con modelos computacionales de elementos finitos a través del software Ansys Mechanical, calibrados por ensayo experimental de resistencia al fuego a escala real, determinándose el tiempo de resistencia al fuego (TRF) para diferentes geometrías de bloques. Los análisis computacionales llevaron a resultados que apuntan un límite para la eficiencia del aumento de espesor de una pared para alcanzar altos TRF en relación con el aislamiento térmico.]]></p></abstract>
<kwd-group>
<kwd lng="en"><![CDATA[fire resistance time]]></kwd>
<kwd lng="en"><![CDATA[fire]]></kwd>
<kwd lng="en"><![CDATA[compartmentation]]></kwd>
<kwd lng="pt"><![CDATA[tempo de resistência ao fogo]]></kwd>
<kwd lng="pt"><![CDATA[incêndio]]></kwd>
<kwd lng="pt"><![CDATA[compartimentação]]></kwd>
<kwd lng="es"><![CDATA[albañilería estructural]]></kwd>
<kwd lng="es"><![CDATA[incendio]]></kwd>
<kwd lng="es"><![CDATA[compartimentación]]></kwd>
</kwd-group>
</article-meta>
</front><back>
<ref-list>
<ref id="B1">
<nlm-citation citation-type="">
<collab>Associação Brasileira de Normas Técnicas</collab>
<source><![CDATA[ABNT NBR 10636: Paredes divisórias sem função estrutural - Determinação da resistência ao fogo - Método de ensaio]]></source>
<year>1989</year>
<publisher-loc><![CDATA[Rio de Janeiro ]]></publisher-loc>
</nlm-citation>
</ref>
<ref id="B2">
<nlm-citation citation-type="">
<collab>Associação Brasileira de Normas Técnicas</collab>
<source><![CDATA[ABNT NBR 5628: Componentes construtivos estruturais - Determinação da resistência ao fogo]]></source>
<year>2001</year>
<publisher-loc><![CDATA[Rio de Janeiro ]]></publisher-loc>
</nlm-citation>
</ref>
<ref id="B3">
<nlm-citation citation-type="">
<collab>Associação Brasileira de Normas Técnicas</collab>
<source><![CDATA[ABNT NBR 15575: edificações habitacionais: desempenho]]></source>
<year>2013</year>
<publisher-loc><![CDATA[Rio de Janeiro ]]></publisher-loc>
</nlm-citation>
</ref>
<ref id="B4">
<nlm-citation citation-type="">
<collab>Associação Brasileira de Normas Técnicas</collab>
<source><![CDATA[ABNT NBR 15220: Desempenho térmico de edificações]]></source>
<year>2003</year>
<publisher-loc><![CDATA[Rio de Janeiro ]]></publisher-loc>
</nlm-citation>
</ref>
<ref id="B5">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Bai]]></surname>
<given-names><![CDATA[G.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Study on the Thermal Properties of Hollow Shale Blocks as Self-Insulating Wall Materials]]></article-title>
<source><![CDATA[Advances in Materials Science and Engineering]]></source>
<year>2017</year>
<volume>2017</volume>
<page-range>12</page-range></nlm-citation>
</ref>
<ref id="B6">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Ehrenbring]]></surname>
<given-names><![CDATA[H. Z.]]></given-names>
</name>
<name>
<surname><![CDATA[Quinino]]></surname>
<given-names><![CDATA[U.]]></given-names>
</name>
<name>
<surname><![CDATA[Oliveira]]></surname>
<given-names><![CDATA[L. S.]]></given-names>
</name>
<name>
<surname><![CDATA[Tutikian]]></surname>
<given-names><![CDATA[B. F.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Experimental method for investigating the impact of the addition of polymer fibers on drying shrinkage and cracking of concrete]]></article-title>
<source><![CDATA[Structural Concrete]]></source>
<year>2019</year>
<volume>20</volume>
<numero>3</numero>
<issue>3</issue>
<page-range>1064-75</page-range></nlm-citation>
</ref>
<ref id="B7">
<nlm-citation citation-type="">
<collab>European Commitee Standardization</collab>
<source><![CDATA[Eurocode 6: Design of masonry structures: Part 1-2: General rules - Structural fire design]]></source>
<year>2005</year>
<publisher-loc><![CDATA[Brussels ]]></publisher-loc>
</nlm-citation>
</ref>
<ref id="B8">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Gil]]></surname>
<given-names><![CDATA[A.]]></given-names>
</name>
<name>
<surname><![CDATA[Pacheco]]></surname>
<given-names><![CDATA[F.]]></given-names>
</name>
<name>
<surname><![CDATA[Christ]]></surname>
<given-names><![CDATA[R.]]></given-names>
</name>
<name>
<surname><![CDATA[Bolina]]></surname>
<given-names><![CDATA[F. L.]]></given-names>
</name>
<name>
<surname><![CDATA[Khayat]]></surname>
<given-names><![CDATA[K. H.]]></given-names>
</name>
<name>
<surname><![CDATA[Tutikian]]></surname>
<given-names><![CDATA[B. F.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Comparative study of concrete panels&#8217; fire resistance]]></article-title>
<source><![CDATA[ACI Materials Journal]]></source>
<year>2017</year>
<volume>114</volume>
<numero>5</numero>
<issue>5</issue>
<page-range>755-62</page-range></nlm-citation>
</ref>
<ref id="B9">
<nlm-citation citation-type="journal">
<collab>International Organization for Standardization</collab>
<article-title xml:lang=""><![CDATA[ISO 834-11: Fire resistance tests - Elements of building construction - Part 11: Specific requirements for the assessment of fire protection to structural steel elements]]></article-title>
<source><![CDATA[Switzerland]]></source>
<year>2014</year>
</nlm-citation>
</ref>
<ref id="B10">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Lee]]></surname>
<given-names><![CDATA[L. S. H.]]></given-names>
</name>
<name>
<surname><![CDATA[Jim]]></surname>
<given-names><![CDATA[C. Y.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Subtropical summer thermal effects of wirerope climber green walls with different air-gap depths]]></article-title>
<source><![CDATA[Building and Environment]]></source>
<year>2017</year>
<volume>126</volume>
<page-range>1-12</page-range></nlm-citation>
</ref>
<ref id="B11">
<nlm-citation citation-type="book">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Marcatti]]></surname>
<given-names><![CDATA[J.]]></given-names>
</name>
<name>
<surname><![CDATA[Coelho Filho]]></surname>
<given-names><![CDATA[H. S.]]></given-names>
</name>
<name>
<surname><![CDATA[Berquó Filho]]></surname>
<given-names><![CDATA[J. E.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Compartimentação e afastamento entre edificações]]></article-title>
<person-group person-group-type="editor">
<name>
<surname><![CDATA[SEITO]]></surname>
<given-names><![CDATA[A. I.]]></given-names>
</name>
</person-group>
<source><![CDATA[A segurança contra incêndio no Brasil]]></source>
<year>2008</year>
<page-range>496</page-range><publisher-loc><![CDATA[São Paulo ]]></publisher-loc>
<publisher-name><![CDATA[Projeto Editora]]></publisher-name>
</nlm-citation>
</ref>
<ref id="B12">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Nguyen]]></surname>
<given-names><![CDATA[T. D.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[The behaviour of masonry walls subjected to fire: Modelling and parametrical studies in the case of hollow burnt-clay bricks]]></article-title>
<source><![CDATA[Fire Safety Journal]]></source>
<year>2009</year>
<volume>44</volume>
<numero>4</numero>
<issue>4</issue>
<page-range>629-41</page-range></nlm-citation>
</ref>
<ref id="B13">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Nguyen]]></surname>
<given-names><![CDATA[T. D.]]></given-names>
</name>
<name>
<surname><![CDATA[Meftah]]></surname>
<given-names><![CDATA[F.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Behavior of clay hollow-brick masonry walls during fire. Part 1: Experimental analysis]]></article-title>
<source><![CDATA[Fire Safety Journal]]></source>
<year>2012</year>
<volume>52</volume>
<page-range>55-64</page-range></nlm-citation>
</ref>
<ref id="B14">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Pacheco]]></surname>
<given-names><![CDATA[F.]]></given-names>
</name>
<name>
<surname><![CDATA[Souza]]></surname>
<given-names><![CDATA[R.]]></given-names>
</name>
<name>
<surname><![CDATA[Christ]]></surname>
<given-names><![CDATA[R.]]></given-names>
</name>
<name>
<surname><![CDATA[Rocha]]></surname>
<given-names><![CDATA[C.]]></given-names>
</name>
<name>
<surname><![CDATA[Silva]]></surname>
<given-names><![CDATA[L.]]></given-names>
</name>
<name>
<surname><![CDATA[Tutikian]]></surname>
<given-names><![CDATA[B. F.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Determination of volume and distribution of pores of concretes according to different exposure classes through 3D microtomography and mercury intrusion porosimetry]]></article-title>
<source><![CDATA[Structural Concrete]]></source>
<year>2018</year>
<volume>19</volume>
<numero>2</numero>
<issue>2</issue>
<page-range>1419-27</page-range></nlm-citation>
</ref>
<ref id="B15">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Rigão]]></surname>
<given-names><![CDATA[A. O.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Comportamento de pequenas paredes de alvenaria estrutural frente a altas temperaturas]]></article-title>
<source><![CDATA[142 f. Dissertação (Mestrado)]]></source>
<year>2012</year>
<publisher-loc><![CDATA[Brasil ]]></publisher-loc>
<publisher-name><![CDATA[Curso de Engenharia Civil, Universidade Federal de Santa Maria, RS]]></publisher-name>
</nlm-citation>
</ref>
<ref id="B16">
<nlm-citation citation-type="book">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Zsembery]]></surname>
<given-names><![CDATA[S.]]></given-names>
</name>
<name>
<surname><![CDATA[Lawrence]]></surname>
<given-names><![CDATA[S.]]></given-names>
</name>
</person-group>
<source><![CDATA[Manual 2 - The Properties of Clay Masonry]]></source>
<year>2013</year>
<publisher-loc><![CDATA[Austrália ]]></publisher-loc>
<publisher-name><![CDATA[Think Brick]]></publisher-name>
</nlm-citation>
</ref>
</ref-list>
</back>
</article>
