<?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>S2007-68352017000300231</article-id>
<article-id pub-id-type="doi">10.21041/ra.v7i3.159</article-id>
<title-group>
<article-title xml:lang="es"><![CDATA[Propuesta de valores de referencia para la resistencia de diseño a compresión diagonal y compresión de la mampostería en el estado de Guerrero, México]]></article-title>
<article-title xml:lang="pt"><![CDATA[Proposta de valores de referência para resistência ao projeto de compressão diagonal e compressão da alvenaria no estado de Guerrero, no México]]></article-title>
<article-title xml:lang="en"><![CDATA[Proposed Reference Values for the Diagonal Compressive Strength and Compressive Strength of Masonry Design in Guerrero State, Mexico]]></article-title>
</title-group>
<contrib-group>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Sánchez-Tizapa]]></surname>
<given-names><![CDATA[S.]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Villaseñor-Franco]]></surname>
<given-names><![CDATA[A.]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Guinto-Herrera]]></surname>
<given-names><![CDATA[E.]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Barragán-Trinidad]]></surname>
<given-names><![CDATA[R.]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Mebarki]]></surname>
<given-names><![CDATA[A.]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
</contrib-group>
<aff id="Af1">
<institution><![CDATA[,Universidad Autónoma de Guerrero Facultad de Ingeniería ]]></institution>
<addr-line><![CDATA[Chilpancingo ]]></addr-line>
<country>Mexico</country>
</aff>
<aff id="Af2">
<institution><![CDATA[,Universidad Autónoma de Guerrero Facultad de Ingeniería ]]></institution>
<addr-line><![CDATA[Chilpancingo ]]></addr-line>
<country>Mexico</country>
</aff>
<aff id="Af3">
<institution><![CDATA[,Université Paris-Est  ]]></institution>
<addr-line><![CDATA[ ]]></addr-line>
<country>France</country>
</aff>
<pub-date pub-type="pub">
<day>00</day>
<month>12</month>
<year>2017</year>
</pub-date>
<pub-date pub-type="epub">
<day>00</day>
<month>12</month>
<year>2017</year>
</pub-date>
<volume>7</volume>
<numero>3</numero>
<fpage>231</fpage>
<lpage>246</lpage>
<copyright-statement/>
<copyright-year/>
<self-uri xlink:href="http://www.scielo.org.mx/scielo.php?script=sci_arttext&amp;pid=S2007-68352017000300231&amp;lng=en&amp;nrm=iso"></self-uri><self-uri xlink:href="http://www.scielo.org.mx/scielo.php?script=sci_abstract&amp;pid=S2007-68352017000300231&amp;lng=en&amp;nrm=iso"></self-uri><self-uri xlink:href="http://www.scielo.org.mx/scielo.php?script=sci_pdf&amp;pid=S2007-68352017000300231&amp;lng=en&amp;nrm=iso"></self-uri><abstract abstract-type="short" xml:lang="es"><p><![CDATA[Resumen El objetivo del presente artículo es proponer valores de resistencia de diseño a compresión diagonal y compresión de la mampostería en Guerrero. Para esto se normalizó la información histórica experimental de 16 años. Considerando las características de los datos se evaluaron los resultados mediante comparación de valores y análisis de coeficientes de variación. Del primer parámetro se propuso 0.45 MPa y 0.20 MPa en mampostería de tabique recocido y bloques huecos pegada con morteros tipos I y II; valor sugerido es 1.9 MPa para todas la piezas y morteros. Los resultados servirán como una guía de diseño y revisión en construcciones de mampostería.]]></p></abstract>
<abstract abstract-type="short" xml:lang="pt"><p><![CDATA[RESUMO O objetivo deste artigo é propor valores de resistência ao projeto à compressão diagonal e compressão da alvenaria no Estado de Guerrero, México. Para isso, a informação histórica experimental de 16 anos foi normalizada. Considerando as características dos dados, os resultados foram avaliados por comparação de valores e análise de coeficientes de variação. Do primeiro parâmetro, foram propostos 0,45 MPa e 0,20 MPa em alvenaria maciça recozida e blocos ocos presos com argamassas tipo I e II; Na alvenaria de partição e argamassa tipo I, foi proposto 0,45 MPa. Em relação ao segundo parâmetro, o valor sugerido é de 1,9 MPa para todas as peças e argamassas. Os resultados servirão como um guia de projeto e revisão em construções de alvenaria.]]></p></abstract>
<abstract abstract-type="short" xml:lang="en"><p><![CDATA[ABSTRACT In this study, reference values for the diagonal compressive strength (DCS) and compressive strength (CS) of masonry designs were obtained for Guerrero State, Mexico. The results of masonry testing programs during the last 16 years were studied using a statistical analysis. DCS values of 0.45 MPa for solid clay brick masonry and 0.20 MPa for hollow concrete block masonry, using type I or II mortars, were calculated. In solid concrete block masonry with type I mortar, the DCS was 0.45 MPa. Additionally, for masonry elaborated with any type of masonry piece and mortar (I or II), the CS had a value of 1.9 MPa. These calculated values can be used for both masonry design and the revision of masonry buildings.]]></p></abstract>
<kwd-group>
<kwd lng="es"><![CDATA[resistencia de diseño]]></kwd>
<kwd lng="es"><![CDATA[construcciones de mampostería]]></kwd>
<kwd lng="es"><![CDATA[normatividad]]></kwd>
<kwd lng="es"><![CDATA[riesgo sísmico]]></kwd>
<kwd lng="es"><![CDATA[Guerrero]]></kwd>
<kwd lng="pt"><![CDATA[resistência ao projeto]]></kwd>
<kwd lng="pt"><![CDATA[construções de alvenaria]]></kwd>
<kwd lng="pt"><![CDATA[normatividade]]></kwd>
<kwd lng="pt"><![CDATA[risco sísmico]]></kwd>
<kwd lng="pt"><![CDATA[Guerreiro]]></kwd>
<kwd lng="en"><![CDATA[design resistance]]></kwd>
<kwd lng="en"><![CDATA[masonry constructions]]></kwd>
<kwd lng="en"><![CDATA[normativity]]></kwd>
<kwd lng="en"><![CDATA[seismic risk]]></kwd>
<kwd lng="en"><![CDATA[Guerrero]]></kwd>
</kwd-group>
</article-meta>
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