<?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>0120-6230</journal-id>
<journal-title><![CDATA[Revista Facultad de Ingeniería Universidad de Antioquia]]></journal-title>
<abbrev-journal-title><![CDATA[Rev.fac.ing.univ. Antioquia]]></abbrev-journal-title>
<issn>0120-6230</issn>
<publisher>
<publisher-name><![CDATA[Facultad de Ingeniería, Universidad de Antioquia]]></publisher-name>
</publisher>
</journal-meta>
<article-meta>
<article-id>S0120-62302023000100036</article-id>
<article-id pub-id-type="doi">10.17533/udea.redin.20220370</article-id>
<title-group>
<article-title xml:lang="en"><![CDATA[New concrete masonry solid block with non-conventional geometry: Experimental characterization]]></article-title>
<article-title xml:lang="es"><![CDATA[Nuevo bloque macizo de mampostería en concreto con geometría no convencional: Caracterización experimental]]></article-title>
</title-group>
<contrib-group>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Vargas]]></surname>
<given-names><![CDATA[María F.]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Carrillo]]></surname>
<given-names><![CDATA[Julián]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
</contrib-group>
<aff id="Af1">
<institution><![CDATA[,Universidad Militar Nueva Granada Departamento de Ingeniería Civil ]]></institution>
<addr-line><![CDATA[Bogotá ]]></addr-line>
<country>Colombia</country>
</aff>
<pub-date pub-type="pub">
<day>00</day>
<month>03</month>
<year>2023</year>
</pub-date>
<pub-date pub-type="epub">
<day>00</day>
<month>03</month>
<year>2023</year>
</pub-date>
<numero>106</numero>
<fpage>36</fpage>
<lpage>46</lpage>
<copyright-statement/>
<copyright-year/>
<self-uri xlink:href="http://www.scielo.org.co/scielo.php?script=sci_arttext&amp;pid=S0120-62302023000100036&amp;lng=en&amp;nrm=iso"></self-uri><self-uri xlink:href="http://www.scielo.org.co/scielo.php?script=sci_abstract&amp;pid=S0120-62302023000100036&amp;lng=en&amp;nrm=iso"></self-uri><self-uri xlink:href="http://www.scielo.org.co/scielo.php?script=sci_pdf&amp;pid=S0120-62302023000100036&amp;lng=en&amp;nrm=iso"></self-uri><abstract abstract-type="short" xml:lang="en"><p><![CDATA[ABSTRACT This paper presents and discusses the results of an experimental study aimed at characterizing the mechanical properties of an innovative and patented concrete masonry solid block with non-conventional geometry. The measured response in the new non-conventional block is compared with a conventional solid block. The experimental program was planned to verify whether the new block complies with the minimum values prescribed by the NSR-10 Colombian Code for being used as an unreinforced structural masonry block. The verification includes tests of water absorption and compressive strength of blocks, compressive strength of prisms, and flexural bond strength of standard beams. The similitudes or differences between the two types of blocks and prisms were evaluated using ANOVA tests. The results obtained demonstrated that both types of blocks comply with the requirements prescribed by NSR-10. Moreover, the flexural bond strength of the new block is roughly two times higher than that of the conventional block. The study results confirm that the new innovative block can be used for masonry structures.]]></p></abstract>
<abstract abstract-type="short" xml:lang="es"><p><![CDATA[RESUMEN En este artículo se presentan y discuten los resultados de un estudio experimental para caracterizar las propiedades mecánicas de un innovador y patentado bloque macizo de mampostería en concreto con geometría no convencional. La respuesta medida en el nuevo bloque se compara con la de un bloque macizo convencional. El programa experimental se planeó para verificar si el nuevo bloque cumplía los parámetros mínimos especificados por el Reglamento Colombiano NSR-10, para ser usado como bloque de mampostería no reforzado. La verificación incluye ensayos de absorción de agua y resistencia a compresión de bloques, ensayos de resistencia a compresión de primas y ensayos de adherencia por flexión en vigas estandarizadas. Las similitudes o diferencias entre ambos tipos de bloques fueron evaluadas mediante pruebas ANOVA. Los resultados obtenidos demuestran que los dos bloques cumplen con los requisitos de la NSR-10. Adicionalmente, la resistencia a flexión por adherencia del nuevo bloque es aproximadamente 2 veces mayor que la resistencia del bloque convencional. Los resultados del estudio confirman que es posible utilizar el nuevo e innovador bloque puede ser usado en la mampostería estructural.]]></p></abstract>
<kwd-group>
<kwd lng="en"><![CDATA[Bricks]]></kwd>
<kwd lng="en"><![CDATA[building materials]]></kwd>
<kwd lng="en"><![CDATA[civil engineering]]></kwd>
<kwd lng="en"><![CDATA[earthquake engineering]]></kwd>
<kwd lng="en"><![CDATA[structural elements]]></kwd>
<kwd lng="es"><![CDATA[Ladrillo]]></kwd>
<kwd lng="es"><![CDATA[materiales de construcción]]></kwd>
<kwd lng="es"><![CDATA[ingeniería civil]]></kwd>
<kwd lng="es"><![CDATA[ingeniería sísmica]]></kwd>
<kwd lng="es"><![CDATA[elemento estructural]]></kwd>
</kwd-group>
</article-meta>
</front><back>
<ref-list>
<ref id="B1">
<label>[1]</label><nlm-citation citation-type="">
<collab>Colombia. Asociación Colombiana de Ingeniería Sísmica (AIS)</collab>
<source><![CDATA[Manual de construcción, evaluación y rehabilitación sismo resistente de viviendas de mampostería]]></source>
<year>2011</year>
<publisher-loc><![CDATA[Santafé de Bogotá ]]></publisher-loc>
</nlm-citation>
</ref>
<ref id="B2">
<label>[2]</label><nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Carrillo]]></surname>
<given-names><![CDATA[J.]]></given-names>
</name>
<name>
<surname><![CDATA[Echeverri]]></surname>
<given-names><![CDATA[F.]]></given-names>
</name>
<name>
<surname><![CDATA[Aperador]]></surname>
<given-names><![CDATA[W.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Evaluación de los costos de construcción de sistemas estructurales para viviendas de baja altura y de interés social]]></article-title>
<source><![CDATA[Ingeniería Investigación y Tecnología]]></source>
<year>2015</year>
<volume>16</volume>
<numero>4</numero>
<issue>4</issue>
</nlm-citation>
</ref>
<ref id="B3">
<label>[3]</label><nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Gómez]]></surname>
<given-names><![CDATA[J.]]></given-names>
</name>
<name>
<surname><![CDATA[Pinilla-Pachon]]></surname>
<given-names><![CDATA[A. O.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[The geology of colombia]]></article-title>
<source><![CDATA[Servicio Geológico Colombiano]]></source>
<year>2020</year>
<volume>4</volume>
</nlm-citation>
</ref>
<ref id="B4">
<label>[4]</label><nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Acevedo]]></surname>
<given-names><![CDATA[A.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Seismic risk assessment for the residential buildings of the major three cities in colombia: Bogotá, Medellín, and Cali]]></article-title>
<source><![CDATA[Earthquake Spectra]]></source>
<year>2020</year>
<volume>36</volume>
<numero>1</numero>
<issue>1</issue>
</nlm-citation>
</ref>
<ref id="B5">
<label>[5]</label><nlm-citation citation-type="">
<collab>CENAPRED</collab>
<article-title xml:lang=""><![CDATA[Vivienda económica]]></article-title>
<source><![CDATA[Simposio Seguridad Símica]]></source>
<year>1991</year>
<publisher-loc><![CDATA[México ]]></publisher-loc>
</nlm-citation>
</ref>
<ref id="B6">
<label>[6]</label><nlm-citation citation-type="book">
<source><![CDATA[Guía Práctica Del Hormigón]]></source>
<year>1981</year>
<publisher-name><![CDATA[Técnicos Asociados, S.A.]]></publisher-name>
</nlm-citation>
</ref>
<ref id="B7">
<label>[7]</label><nlm-citation citation-type="">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Herrera]]></surname>
<given-names><![CDATA[A.]]></given-names>
</name>
<name>
<surname><![CDATA[Madrid]]></surname>
<given-names><![CDATA[G.]]></given-names>
</name>
</person-group>
<source><![CDATA[Morality of War. Colombia: Manual de construcción de mampostería de concreto]]></source>
<year>2003</year>
</nlm-citation>
</ref>
<ref id="B8">
<label>[8]</label><nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Jaafar]]></surname>
<given-names><![CDATA[M.]]></given-names>
</name>
<name>
<surname><![CDATA[Thanoon]]></surname>
<given-names><![CDATA[W.]]></given-names>
</name>
<name>
<surname><![CDATA[Najm]]></surname>
<given-names><![CDATA[A.]]></given-names>
</name>
<name>
<surname><![CDATA[Abdulkadir]]></surname>
<given-names><![CDATA[M.]]></given-names>
</name>
<name>
<surname><![CDATA[Abang]]></surname>
<given-names><![CDATA[A.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Strength correlation between individual block, prism and basic wall panel for load bearing interlocking mortarless hollow block masonry]]></article-title>
<source><![CDATA[Construction and Building Materials]]></source>
<year>2016</year>
<volume>20</volume>
<numero>7</numero>
<issue>7</issue>
</nlm-citation>
</ref>
<ref id="B9">
<label>[9]</label><nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[García]]></surname>
<given-names><![CDATA[J.]]></given-names>
</name>
<name>
<surname><![CDATA[Ledezma]]></surname>
<given-names><![CDATA[C.]]></given-names>
</name>
<name>
<surname><![CDATA[Bonett]]></surname>
<given-names><![CDATA[R.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Modelo analítico del comportamiento a compresión de bloques huecos de concreto]]></article-title>
<source><![CDATA[Revista de la construcción]]></source>
<year>2013</year>
<volume>12</volume>
<numero>3</numero>
<issue>3</issue>
</nlm-citation>
</ref>
<ref id="B10">
<label>[10]</label><nlm-citation citation-type="journal">
<collab>Asociación Nacional de la Industria del Prefabricado de Hormigón (Andece)</collab>
<article-title xml:lang=""><![CDATA[Bloques y ladrillos de hormigón: resistencia a compresión de las piezas]]></article-title>
<source><![CDATA[Revista Técnica Cemento Hormigón]]></source>
<year>2014</year>
<numero>960</numero>
<issue>960</issue>
</nlm-citation>
</ref>
<ref id="B11">
<label>[11]</label><nlm-citation citation-type="">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Carrillo]]></surname>
<given-names><![CDATA[J.]]></given-names>
</name>
<name>
<surname><![CDATA[González]]></surname>
<given-names><![CDATA[G.]]></given-names>
</name>
</person-group>
<source><![CDATA[Bloques básicos de construcción para muros de mampostería con proyecciones co-lineales y opuestas al cuerpo central]]></source>
<year>2011</year>
</nlm-citation>
</ref>
<ref id="B12">
<label>[12]</label><nlm-citation citation-type="">
<collab>Ministerio de Ambiente, Vivienda y Desarrollo Territorial</collab>
<source><![CDATA[Reglamento colombiano de construcción sismo resistente nsr-10]]></source>
<year>2010</year>
</nlm-citation>
</ref>
<ref id="B13">
<label>[13]</label><nlm-citation citation-type="book">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Vargas]]></surname>
<given-names><![CDATA[M. F.]]></given-names>
</name>
<name>
<surname><![CDATA[Carrillo]]></surname>
<given-names><![CDATA[J.]]></given-names>
</name>
<name>
<surname><![CDATA[González]]></surname>
<given-names><![CDATA[G.]]></given-names>
</name>
</person-group>
<source><![CDATA[Determinación de las características y propiedades mecánicas de un bloque macizo de mampostería conforme a la patente concedida a la umng certificado 798 sic]]></source>
<year>2017</year>
<publisher-loc><![CDATA[Bogóta ]]></publisher-loc>
<publisher-name><![CDATA[Departamento de Ingeniería Civil, Universidad Militar]]></publisher-name>
</nlm-citation>
</ref>
<ref id="B14">
<label>[14]</label><nlm-citation citation-type="book">
<source><![CDATA[Ntc-174: Especificaciones de los agregados para concreto]]></source>
<year>2000</year>
<publisher-name><![CDATA[ICONTEC]]></publisher-name>
</nlm-citation>
</ref>
<ref id="B15">
<label>[15]</label><nlm-citation citation-type="book">
<source><![CDATA[Ntc-220: Determinación de la resistencia de morteros de cemento hidráulico usando cubos de 50 mm de lado]]></source>
<year>1998</year>
<publisher-name><![CDATA[ICONTEC]]></publisher-name>
</nlm-citation>
</ref>
<ref id="B16">
<label>[16]</label><nlm-citation citation-type="book">
<source><![CDATA[Ntc-2240: Agregados usados en morteros de mampostería]]></source>
<year>1994</year>
<publisher-name><![CDATA[ICONTEC]]></publisher-name>
</nlm-citation>
</ref>
<ref id="B17">
<label>[17]</label><nlm-citation citation-type="book">
<source><![CDATA[Ntc-3329: Especificaciones del mortero para unidades de mampostería]]></source>
<year>2004</year>
<publisher-name><![CDATA[ICONTEC]]></publisher-name>
</nlm-citation>
</ref>
<ref id="B18">
<label>[18]</label><nlm-citation citation-type="book">
<source><![CDATA[Ntc-4024: Muestreo y ensayo de prefabricados de concreto no reforzado, vibrocompactados]]></source>
<year>2001</year>
<publisher-name><![CDATA[ICONTEC]]></publisher-name>
</nlm-citation>
</ref>
<ref id="B19">
<label>[19]</label><nlm-citation citation-type="book">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Barrios]]></surname>
<given-names><![CDATA[L.]]></given-names>
</name>
<name>
<surname><![CDATA[Yamín]]></surname>
<given-names><![CDATA[L.]]></given-names>
</name>
</person-group>
<source><![CDATA[Manual de ensayos de laboratorio. mampostería estructural]]></source>
<year>1998</year>
<publisher-loc><![CDATA[Bogóta ]]></publisher-loc>
<publisher-name><![CDATA[Departamento de ingeníeria civil, Universidad de los Andes]]></publisher-name>
</nlm-citation>
</ref>
<ref id="B20">
<label>[20]</label><nlm-citation citation-type="book">
<source><![CDATA[Ntc-3495: Método de ensayo para determinar la resistencia a la compresión de muretes de mampostería]]></source>
<year>2003</year>
<publisher-name><![CDATA[ICONTEC]]></publisher-name>
</nlm-citation>
</ref>
<ref id="B21">
<label>[21]</label><nlm-citation citation-type="book">
<source><![CDATA[Ntc-3675: Determinación de la adherencia en prismas de mampostería sometidos a flexión]]></source>
<year>1995</year>
<publisher-name><![CDATA[ICONTEC]]></publisher-name>
</nlm-citation>
</ref>
<ref id="B22">
<label>[22]</label><nlm-citation citation-type="book">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Chauvenet]]></surname>
<given-names><![CDATA[W.]]></given-names>
</name>
</person-group>
<source><![CDATA[A manual of spherical and practical astronomy]]></source>
<year>1863</year>
<publisher-loc><![CDATA[London ]]></publisher-loc>
<publisher-name><![CDATA[Philadelphia]]></publisher-name>
</nlm-citation>
</ref>
<ref id="B23">
<label>[23]</label><nlm-citation citation-type="book">
<source><![CDATA[Ntc-4026: Unidades (bloques y ladrillos) de concreto, para mampostería estructural]]></source>
<year>1997</year>
<publisher-name><![CDATA[ICONTEC]]></publisher-name>
</nlm-citation>
</ref>
<ref id="B24">
<label>[24]</label><nlm-citation citation-type="">
<collab>Fundación ICA</collab>
<source><![CDATA[Edificaciones de la Mampostería para vivienda]]></source>
<year>2003</year>
<edition>3</edition>
<publisher-loc><![CDATA[México ]]></publisher-loc>
</nlm-citation>
</ref>
<ref id="B25">
<label>[25]</label><nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Flores]]></surname>
<given-names><![CDATA[V.]]></given-names>
</name>
<name>
<surname><![CDATA[Sánchez]]></surname>
<given-names><![CDATA[S.]]></given-names>
</name>
<name>
<surname><![CDATA[Arroyo]]></surname>
<given-names><![CDATA[R.]]></given-names>
</name>
<name>
<surname><![CDATA[Barragán]]></surname>
<given-names><![CDATA[R.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Propiedades mecánicas de la mampostería de tabique rojo recocido utilizada en chilpancingo, gro (méxico)]]></article-title>
<source><![CDATA[Informes de la Construcción]]></source>
<year>2013</year>
<volume>65</volume>
</nlm-citation>
</ref>
<ref id="B26">
<label>[26]</label><nlm-citation citation-type="">
<collab>n.d.</collab>
<source><![CDATA[Normas técnicas complementarias para diseño y construcción de estructuras de mampostería, ntc mampostería]]></source>
<year></year>
</nlm-citation>
</ref>
<ref id="B27">
<label>[27]</label><nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Kyriakides]]></surname>
<given-names><![CDATA[M.]]></given-names>
</name>
</person-group>
<collab>B. S</collab>
<article-title xml:lang=""><![CDATA[Behavior of unreinforced masonry prisms and beams retrofitted with engineered cementitious composites]]></article-title>
<source><![CDATA[Materials and Structures]]></source>
<year>2014</year>
<volume>47</volume>
<numero>9</numero>
<issue>9</issue>
</nlm-citation>
</ref>
<ref id="B28">
<label>[28]</label><nlm-citation citation-type="book">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Meli]]></surname>
<given-names><![CDATA[R.]]></given-names>
</name>
<name>
<surname><![CDATA[Reyes]]></surname>
<given-names><![CDATA[A.]]></given-names>
</name>
</person-group>
<source><![CDATA[Propiedades mecánicas de la mampostería]]></source>
<year>1971</year>
<publisher-loc><![CDATA[Ciudad de México ]]></publisher-loc>
<publisher-name><![CDATA[Instituto de Ingeniería, Universidad Nacional Autónoma de México]]></publisher-name>
</nlm-citation>
</ref>
<ref id="B29">
<label>[29]</label><nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Sousa]]></surname>
<given-names><![CDATA[R.]]></given-names>
</name>
<name>
<surname><![CDATA[Sousa]]></surname>
<given-names><![CDATA[H.]]></given-names>
</name>
<name>
<surname><![CDATA[Guedes]]></surname>
<given-names><![CDATA[J.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Diagonal compressive strength of masonry samples-experimental and numerical approach]]></article-title>
<source><![CDATA[Materials and Structures]]></source>
<year>2013</year>
<volume>46</volume>
<numero>5</numero>
<issue>5</issue>
</nlm-citation>
</ref>
<ref id="B30">
<label>[30]</label><nlm-citation citation-type="confpro">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Pérez]]></surname>
<given-names><![CDATA[A.]]></given-names>
</name>
<name>
<surname><![CDATA[Flores]]></surname>
<given-names><![CDATA[F.]]></given-names>
</name>
<name>
<surname><![CDATA[Cruz]]></surname>
<given-names><![CDATA[R.]]></given-names>
</name>
</person-group>
<source><![CDATA[Muros de mampostería con tabiques multiperforados de concreto]]></source>
<year>2004</year>
<conf-name><![CDATA[ XIVCongreso Nacional de Ingeniería Estructural]]></conf-name>
<conf-loc>Acapulco, México </conf-loc>
</nlm-citation>
</ref>
<ref id="B31">
<label>[31]</label><nlm-citation citation-type="book">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Valera]]></surname>
<given-names><![CDATA[J.]]></given-names>
</name>
<name>
<surname><![CDATA[González]]></surname>
<given-names><![CDATA[V.]]></given-names>
</name>
<name>
<surname><![CDATA[Fernández]]></surname>
<given-names><![CDATA[L.]]></given-names>
</name>
<name>
<surname><![CDATA[Vargas]]></surname>
<given-names><![CDATA[G.]]></given-names>
</name>
</person-group>
<source><![CDATA[Determinación de la resistencia a compresión axial y módulo de elasticidad de la mampostería de bloques huecos de concreto]]></source>
<year>2008</year>
<publisher-name><![CDATA[Sociedad Mexicana de la Ingeniería Estructural, SMIE]]></publisher-name>
</nlm-citation>
</ref>
<ref id="B32">
<label>[32]</label><nlm-citation citation-type="book">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Arango]]></surname>
<given-names><![CDATA[J. H.]]></given-names>
</name>
</person-group>
<source><![CDATA[Resistencia de la mampostería]]></source>
<year>2001</year>
<publisher-name><![CDATA[Colombia: Ingeniería del concreto LTDA]]></publisher-name>
</nlm-citation>
</ref>
<ref id="B33">
<label>[33]</label><nlm-citation citation-type="">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Mohamad]]></surname>
<given-names><![CDATA[G.]]></given-names>
</name>
<name>
<surname><![CDATA[Brandão]]></surname>
<given-names><![CDATA[P.]]></given-names>
</name>
<name>
<surname><![CDATA[Ramos]]></surname>
<given-names><![CDATA[H.]]></given-names>
</name>
</person-group>
<source><![CDATA[Mechanical behavior of concrete block masonry: influence of vertical joint]]></source>
<year>2011</year>
</nlm-citation>
</ref>
<ref id="B34">
<label>[34]</label><nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Álvarez]]></surname>
<given-names><![CDATA[J.]]></given-names>
</name>
<name>
<surname><![CDATA[Chávez]]></surname>
<given-names><![CDATA[J.]]></given-names>
</name>
<name>
<surname><![CDATA[Terán]]></surname>
<given-names><![CDATA[B.]]></given-names>
</name>
<name>
<surname><![CDATA[Mesas]]></surname>
<given-names><![CDATA[M.]]></given-names>
</name>
<name>
<surname><![CDATA[Balandrano]]></surname>
<given-names><![CDATA[R.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Multifactorial behavior of the elastic modulus and compressive strength in masonry prisms of hollow concrete blocks]]></article-title>
<source><![CDATA[Construction and Building Materials]]></source>
<year>2020</year>
<volume>241</volume>
</nlm-citation>
</ref>
<ref id="B35">
<label>[35]</label><nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Emerick]]></surname>
<given-names><![CDATA[F.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Influence of joint thickness and strength of mortars on the compressive behavior of prisms made of normal and high-strength concrete blocks]]></article-title>
<source><![CDATA[Construction and Building Materials]]></source>
<year>2020</year>
<volume>234</volume>
</nlm-citation>
</ref>
<ref id="B36">
<label>[36]</label><nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Oliveira]]></surname>
<given-names><![CDATA[R.]]></given-names>
</name>
<name>
<surname><![CDATA[Henrique]]></surname>
<given-names><![CDATA[G.]]></given-names>
</name>
<name>
<surname><![CDATA[Silva]]></surname>
<given-names><![CDATA[D.]]></given-names>
</name>
<name>
<surname><![CDATA[Gonçalves]]></surname>
<given-names><![CDATA[L.]]></given-names>
</name>
<name>
<surname><![CDATA[Lopes]]></surname>
<given-names><![CDATA[J.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Influence of blocks and grout on compressive strength and stiffness of concrete masonry prisms]]></article-title>
<source><![CDATA[Construction and Building Materials]]></source>
<year>2018</year>
<volume>182</volume>
</nlm-citation>
</ref>
</ref-list>
</back>
</article>
