<?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>1909-8367</journal-id>
<journal-title><![CDATA[Entre Ciencia e Ingeniería]]></journal-title>
<abbrev-journal-title><![CDATA[Entre Ciencia e Ingenieria]]></abbrev-journal-title>
<issn>1909-8367</issn>
<publisher>
<publisher-name><![CDATA[Universidad Católica de Pereira]]></publisher-name>
</publisher>
</journal-meta>
<article-meta>
<article-id>S1909-83672022000200052</article-id>
<article-id pub-id-type="doi">10.31908/19098367.2757</article-id>
<title-group>
<article-title xml:lang="es"><![CDATA[Uso de Disipadores de Fluido Viscoso como medida de Reforzamiento Estructural]]></article-title>
<article-title xml:lang="en"><![CDATA[Use of Viscous Fluid Dissipators as a measure of Structural Reinforcement]]></article-title>
</title-group>
<contrib-group>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Cuyán]]></surname>
<given-names><![CDATA[A. E.]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Muñoz]]></surname>
<given-names><![CDATA[S. P.]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
</contrib-group>
<aff id="Af1">
<institution><![CDATA[,Universidad Señor de Sipán  ]]></institution>
<addr-line><![CDATA[Chiclayo ]]></addr-line>
<country>Peru</country>
</aff>
<aff id="Af2">
<institution><![CDATA[,Universidad Señor de Sipán  ]]></institution>
<addr-line><![CDATA[Chiclayo ]]></addr-line>
<country>Peru</country>
</aff>
<pub-date pub-type="pub">
<day>00</day>
<month>12</month>
<year>2022</year>
</pub-date>
<pub-date pub-type="epub">
<day>00</day>
<month>12</month>
<year>2022</year>
</pub-date>
<volume>16</volume>
<numero>32</numero>
<fpage>52</fpage>
<lpage>57</lpage>
<copyright-statement/>
<copyright-year/>
<self-uri xlink:href="http://www.scielo.org.co/scielo.php?script=sci_arttext&amp;pid=S1909-83672022000200052&amp;lng=en&amp;nrm=iso"></self-uri><self-uri xlink:href="http://www.scielo.org.co/scielo.php?script=sci_abstract&amp;pid=S1909-83672022000200052&amp;lng=en&amp;nrm=iso"></self-uri><self-uri xlink:href="http://www.scielo.org.co/scielo.php?script=sci_pdf&amp;pid=S1909-83672022000200052&amp;lng=en&amp;nrm=iso"></self-uri><abstract abstract-type="short" xml:lang="es"><p><![CDATA[Resumen Perú un país de alta sismicidad a lo largo de su historia muestra en la actualidad ausencia de sismos de gran magnitud, por lo que es de prioridad analizar las estructuras existentes e influir si se requiere alguna intervención que mejore su comportamiento sismorresistente. El propósito principal de este proyecto investigativo es estimar si estos dispositivos son aptos para su uso como medida de reforzamiento estructural, es un proyecto de tipo aplicado - evaluativo, el cual muestra resultados favorables que validarían su uso, adicionando un amortiguamiento viscoso mayor al 15%, disipando así la energía sísmica en más del 85%; reduciendo los desplazamientos laterales y esfuerzos internos en los elementos verticales como columnas y muros de corte entre un 50% y 80%, por lo tanto, estos elementos requerirían menores áreas de acero, siendo una ventaja adicional su fácil implementación comparado a los métodos tradicionales de reforzamiento, confirmando que son adecuados para su uso como medida de reforzamiento.]]></p></abstract>
<abstract abstract-type="short" xml:lang="en"><p><![CDATA[Abstract Peru, a country with high seismicity throughout its history, currently shows an absence of large-magnitude earthquakes, so it is a priority to analyze existing structures and influence whether any intervention is required to improve their earthquake-resistant behavior, the main purpose of This research project was to estimate if these devices are suitable for use as a measure of structural reinforcement, the present research project is of the applied - evaluative type, showing favorable results that would validate its use, adding a viscous damping greater than 15%, thus dissipating the seismic energy by more than 85%; reducing lateral displacements and internal forces in vertical elements such as columns and shear walls between 50% and 80%, therefore these elements would require less areas of steel, being an additional advantage its easy implementation compared to traditional reinforcement methods, confirming that they are suitable for use as a reinforcement measure.]]></p></abstract>
<kwd-group>
<kwd lng="es"><![CDATA[sismos]]></kwd>
<kwd lng="es"><![CDATA[Disipadores de Fluido Viscoso]]></kwd>
<kwd lng="es"><![CDATA[Amortiguamiento viscoso]]></kwd>
<kwd lng="es"><![CDATA[Reforzamiento]]></kwd>
<kwd lng="en"><![CDATA[Earthquakes]]></kwd>
<kwd lng="en"><![CDATA[Viscous Fluid Dissipators]]></kwd>
<kwd lng="en"><![CDATA[viscous damping]]></kwd>
<kwd lng="en"><![CDATA[Reinforcement]]></kwd>
</kwd-group>
</article-meta>
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</ref-list>
</back>
</article>
