<?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>S2007-68352015000200125</article-id>
<title-group>
<article-title xml:lang="es"><![CDATA[Refuerzo estructural de una edificación histórica en la Ciudad de Rio Branco- Acre]]></article-title>
<article-title xml:lang="en"><![CDATA[Structural strengthening of a historical building in Rio Branco city - Acre]]></article-title>
<article-title xml:lang="pt"><![CDATA[Reforço estrutural de uma edificação histórica na cidade de Rio Branco - Acre]]></article-title>
</title-group>
<contrib-group>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Amorim]]></surname>
<given-names><![CDATA[D. C. S.]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Oliveira]]></surname>
<given-names><![CDATA[D. R. C.]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
</contrib-group>
<aff id="Af1">
<institution><![CDATA[,Universidad Federal de Pará Programa de Pós-graduación en Ingeniería Civil ]]></institution>
<addr-line><![CDATA[ ]]></addr-line>
<country>Brazil</country>
</aff>
<pub-date pub-type="pub">
<day>00</day>
<month>09</month>
<year>2015</year>
</pub-date>
<pub-date pub-type="epub">
<day>00</day>
<month>09</month>
<year>2015</year>
</pub-date>
<volume>5</volume>
<numero>2</numero>
<fpage>125</fpage>
<lpage>137</lpage>
<copyright-statement/>
<copyright-year/>
<self-uri xlink:href="http://www.scielo.org.mx/scielo.php?script=sci_arttext&amp;pid=S2007-68352015000200125&amp;lng=en&amp;nrm=iso"></self-uri><self-uri xlink:href="http://www.scielo.org.mx/scielo.php?script=sci_abstract&amp;pid=S2007-68352015000200125&amp;lng=en&amp;nrm=iso"></self-uri><self-uri xlink:href="http://www.scielo.org.mx/scielo.php?script=sci_pdf&amp;pid=S2007-68352015000200125&amp;lng=en&amp;nrm=iso"></self-uri><abstract abstract-type="short" xml:lang="es"><p><![CDATA[Resumen Este trabajo presenta el uso de la técnica de refuerzo estructural por encamisado aplicada en la reforma de la edificación histórica denominada "Casarão", debido a la necesidad arquitectónica de permanecer lo más fiel al proyecto original, justificándose por la intención de aumentar la capacidad resistente sin que haya aumento sustancial en la sección transversal de los pilares. Los resultados obtenidos a través del análisis del refuerzo en relación a los pilares rectangulares sometidos a flexión compuesta, esfuerzos cortantes y torsiones, en concordancia con la NBR 6118 (ABNT, 2014), indican que la técnica estudiada fue eficiente, pues todas las piezas reforzadas tuvieron una capacidad portante mayor que atiende a los requisitos actuales de seguridad estructural sin comprometer las características arquitectónicas de la edificación.]]></p></abstract>
<abstract abstract-type="short" xml:lang="en"><p><![CDATA[Abstract This work presents the use of the technique of structural reinforcement for jacketing applied in the reform of the historical building called "Casarão", due to the architectural need to remain as faithful to the original design,justifying the need for increased resilience without substantial increase in the cross section of the pillars. The results obtained by analyzing the reinforcement relative to rectangular columns subjected to bending, shearing and torsional, in accordance with the NBR 6118 (ABNT, 2014), indicated that the studied technique was efficient because all reinforced parts had a greater bearing capacity and met the current requirements without compromising the structural safety of the building's characteristic architectural.]]></p></abstract>
<abstract abstract-type="short" xml:lang="pt"><p><![CDATA[Resumo Este trabalho apresenta o emprego da técnica de reforço estrutural por encamisamento aplicada na reforma da edificação histórica denominada "Casarão", devido à necessidade arquitetônica de permanecer o mais fiel ao projeto original,justificando-se pela necessidade do aumento de capacidade de resistência sem que haja aumento substancial na seção transversal dos pilares. Os resultados obtidos através da análise do reforço em relação aos pilares retangulares submetidos à flexão composta, esforços cortantes e torsores, em concordância com a NBR 6118 (ABNT, 2014), indicaram que a técnica estudada foi eficiente, pois todas as peças reforçadas tiveram uma capacidade portante maior e atenderam aos requisitos atuais de segurança estrutural sem comprometer as caracteristicas arquitetônicas da edificação.]]></p></abstract>
<kwd-group>
<kwd lng="es"><![CDATA[Edificio histórico]]></kwd>
<kwd lng="es"><![CDATA[refuerzo estructural]]></kwd>
<kwd lng="es"><![CDATA[revestimiento]]></kwd>
<kwd lng="en"><![CDATA[Historical building]]></kwd>
<kwd lng="en"><![CDATA[structural strengthening]]></kwd>
<kwd lng="en"><![CDATA[jacketing]]></kwd>
<kwd lng="pt"><![CDATA[edificação histórica]]></kwd>
<kwd lng="pt"><![CDATA[reforço estrutural]]></kwd>
<kwd lng="pt"><![CDATA[encamisamento]]></kwd>
</kwd-group>
</article-meta>
</front><back>
<ref-list>
<ref id="B1">
<nlm-citation citation-type="book">
<collab>Associação brasileira de normas técnicas</collab>
<source><![CDATA[Projeto e Execução de Obras de Concreto Armado]]></source>
<year>2014</year>
<page-range>238</page-range><publisher-loc><![CDATA[Rio de Janeiro, Brasil ]]></publisher-loc>
<publisher-name><![CDATA[ANBT]]></publisher-name>
</nlm-citation>
</ref>
<ref id="B2">
<nlm-citation citation-type="journal">
<article-title xml:lang=""><![CDATA[Structural Rehabilitation of Columns using Reinforced Concrete Jacketing]]></article-title>
<person-group person-group-type="author">
<name>
<surname><![CDATA[Júlio]]></surname>
<given-names><![CDATA[E. S.]]></given-names>
</name>
<name>
<surname><![CDATA[Branco]]></surname>
<given-names><![CDATA[F.]]></given-names>
</name>
<name>
<surname><![CDATA[Silva]]></surname>
<given-names><![CDATA[V. D.]]></given-names>
</name>
</person-group>
<source><![CDATA[Progress in Structural Engineering and Materials]]></source>
<year>2003</year>
<volume>5</volume>
<page-range>29-37</page-range></nlm-citation>
</ref>
<ref id="B3">
<nlm-citation citation-type="journal">
<article-title xml:lang=""><![CDATA[Lower Slenderness Limits for Rectangular Reinforced Concrete Columns]]></article-title>
<person-group person-group-type="author">
<name>
<surname><![CDATA[Marí]]></surname>
<given-names><![CDATA[A.]]></given-names>
</name>
<name>
<surname><![CDATA[Hellesland]]></surname>
<given-names><![CDATA[J.]]></given-names>
</name>
</person-group>
<source><![CDATA[Journal of Structural Engineering]]></source>
<year>2005</year>
<volume>131</volume>
<page-range>85-95</page-range></nlm-citation>
</ref>
<ref id="B4">
<nlm-citation citation-type="book">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Mehta]]></surname>
<given-names><![CDATA[P. K.]]></given-names>
</name>
<name>
<surname><![CDATA[Monteiro]]></surname>
<given-names><![CDATA[P. J. M.]]></given-names>
</name>
</person-group>
<source><![CDATA[Concreto: Microestrutura, Propriedades e Materiais]]></source>
<year>2014</year>
<page-range>782</page-range><publisher-loc><![CDATA[São Paulo, Brasil ]]></publisher-loc>
<publisher-name><![CDATA[Nicole Pagan Hasparyk]]></publisher-name>
</nlm-citation>
</ref>
<ref id="B5">
<nlm-citation citation-type="journal">
<article-title xml:lang=""><![CDATA[Loading Correlation for Reliability Analysis of Reinforced Concrete Columns]]></article-title>
<person-group person-group-type="author">
<name>
<surname><![CDATA[Tang]]></surname>
<given-names><![CDATA[C. H.]]></given-names>
</name>
<name>
<surname><![CDATA[Yang]]></surname>
<given-names><![CDATA[Y. C.]]></given-names>
</name>
</person-group>
<source><![CDATA[Advanced Materials Research]]></source>
<year>2011</year>
<volume>243-249</volume>
<page-range>396-405</page-range></nlm-citation>
</ref>
</ref-list>
</back>
</article>
