<?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>0185-092X</journal-id>
<journal-title><![CDATA[Ingeniería sísmica]]></journal-title>
<abbrev-journal-title><![CDATA[Ing. sísm]]></abbrev-journal-title>
<issn>0185-092X</issn>
<publisher>
<publisher-name><![CDATA[Sociedad Mexicana de Ingeniería Sísmica A.C.]]></publisher-name>
</publisher>
</journal-meta>
<article-meta>
<article-id>S0185-092X2019000100051</article-id>
<title-group>
<article-title xml:lang="es"><![CDATA[Respuesta inelástica de marcos dúctiles con contraviento excéntrico]]></article-title>
<article-title xml:lang="en"><![CDATA[Inelastic response of ductile eccentrically braced frames]]></article-title>
</title-group>
<contrib-group>
<contrib contrib-type="author">
<name>
<surname><![CDATA[García Carrera]]></surname>
<given-names><![CDATA[Jesús Salvador]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
<xref ref-type="aff" rid="Aaf"/>
</contrib>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Tapia Hernández]]></surname>
<given-names><![CDATA[Edgar]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
</contrib-group>
<aff id="Af1">
<institution><![CDATA[,Universidad Autónoma Metropolitana  ]]></institution>
<addr-line><![CDATA[Azcapotzalco Ciudad de México]]></addr-line>
<country>Mexico</country>
</aff>
<aff id="Af2">
<institution><![CDATA[,Instituto Nacional de Electricidad y Energías Limpias  ]]></institution>
<addr-line><![CDATA[Ciudad de México ]]></addr-line>
<country>Mexico</country>
</aff>
<aff id="Af3">
<institution><![CDATA[,Universidad Autónoma Metropolitana  ]]></institution>
<addr-line><![CDATA[Azcapotzalco Ciudad de México]]></addr-line>
<country>Mexico</country>
</aff>
<pub-date pub-type="pub">
<day>00</day>
<month>06</month>
<year>2019</year>
</pub-date>
<pub-date pub-type="epub">
<day>00</day>
<month>06</month>
<year>2019</year>
</pub-date>
<numero>100</numero>
<fpage>51</fpage>
<lpage>70</lpage>
<copyright-statement/>
<copyright-year/>
<self-uri xlink:href="http://www.scielo.org.mx/scielo.php?script=sci_arttext&amp;pid=S0185-092X2019000100051&amp;lng=en&amp;nrm=iso"></self-uri><self-uri xlink:href="http://www.scielo.org.mx/scielo.php?script=sci_abstract&amp;pid=S0185-092X2019000100051&amp;lng=en&amp;nrm=iso"></self-uri><self-uri xlink:href="http://www.scielo.org.mx/scielo.php?script=sci_pdf&amp;pid=S0185-092X2019000100051&amp;lng=en&amp;nrm=iso"></self-uri><abstract abstract-type="short" xml:lang="es"><p><![CDATA[Resumen En este artículo se discuten los resultados de análisis inelásticos estáticos y dinámicos de edificios regulares de 6 y 9 pisos estructurados con marcos de acero dúctiles con contraventeo excéntrico. Las estructuras se analizaron mediante modelos detallados en OpenSees. Los resultados señalan que los marcos con contravientos excéntricos de mediana altura diseñados conforme a los principios de capacidad podrían desarrollar un comportamiento indeseable, caracterizados por una concentración de daño. Con el propósito de mejorar el conocimiento adquirido, se evaluaron con detalle los parámetros y capacidades inelásticas del sistema estructural.]]></p></abstract>
<abstract abstract-type="short" xml:lang="en"><p><![CDATA[Abstract In this paper, results of static and dynamic nonlinear analyses of 6- and 9-stories regular buildings structured with eccentrically braced ductile steel frames are discussed. The structures were analyzed through detailed models in OpenSees. The results underlined that mid-rise eccentrically braced structures designed in compliance with capacity design principles can develop undesired behavior, characterized by a damage concentration. In order to improve the knowledge acquired, parameters and inelastic capacities of the structural system were carefully assessed.]]></p></abstract>
<kwd-group>
<kwd lng="es"><![CDATA[Contraviento excéntrico]]></kwd>
<kwd lng="es"><![CDATA[mecanismo de colapso]]></kwd>
<kwd lng="es"><![CDATA[sobrerresistencia]]></kwd>
<kwd lng="es"><![CDATA[ductilidad]]></kwd>
<kwd lng="en"><![CDATA[Eccentrically brace]]></kwd>
<kwd lng="en"><![CDATA[collapse mechanism]]></kwd>
<kwd lng="en"><![CDATA[overstrength]]></kwd>
<kwd lng="en"><![CDATA[ductility]]></kwd>
</kwd-group>
</article-meta>
</front><back>
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