<?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>S0185-092X2016000200001</article-id>
<title-group>
<article-title xml:lang="es"><![CDATA[Requisitos mínimos de detallado dúctil en marcos de concreto reforzado protegidos con disipadores histeréticos de energía]]></article-title>
<article-title xml:lang="en"><![CDATA[Minimum ductile confinement requirements in reinforced concrete frames protected with hysteretic energy dissipation devices]]></article-title>
</title-group>
<contrib-group>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Nangullasmú Hernández]]></surname>
<given-names><![CDATA[Horacio de Jesús]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Tena Colunga]]></surname>
<given-names><![CDATA[Arturo]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
</contrib-group>
<aff id="Af1">
<institution><![CDATA[,Universidad Autónoma Metropolitana  ]]></institution>
<addr-line><![CDATA[México DF]]></addr-line>
<country>Mexico</country>
</aff>
<aff id="Af2">
<institution><![CDATA[,Universidad Autónoma Metropolitana Departamento de Materiales ]]></institution>
<addr-line><![CDATA[México DF]]></addr-line>
<country>Mexico</country>
</aff>
<pub-date pub-type="pub">
<day>00</day>
<month>12</month>
<year>2016</year>
</pub-date>
<pub-date pub-type="epub">
<day>00</day>
<month>12</month>
<year>2016</year>
</pub-date>
<numero>95</numero>
<fpage>1</fpage>
<lpage>32</lpage>
<copyright-statement/>
<copyright-year/>
<self-uri xlink:href="http://www.scielo.org.mx/scielo.php?script=sci_arttext&amp;pid=S0185-092X2016000200001&amp;lng=en&amp;nrm=iso"></self-uri><self-uri xlink:href="http://www.scielo.org.mx/scielo.php?script=sci_abstract&amp;pid=S0185-092X2016000200001&amp;lng=en&amp;nrm=iso"></self-uri><self-uri xlink:href="http://www.scielo.org.mx/scielo.php?script=sci_pdf&amp;pid=S0185-092X2016000200001&amp;lng=en&amp;nrm=iso"></self-uri><abstract abstract-type="short" xml:lang="es"><p><![CDATA[Resumen: En este trabajo los autores presentan los resultados de un estudio paramétrico, efectuados mediante análisis estáticos no lineales (pushover), de marcos de concreto reforzado con dispositivos de disipación de energía por histéresis montados en contraventeo chevrón, donde se evalúa la eficiencia estructural global de proporcionar requisitos de detallado dúctil a los elementos de concreto, adicionales a los requerimientos de diseño para marcos no dúctiles de los reglamentos de México. Se diseñaron marcos cuyas elevaciones oscilaron entre 5 y 25 niveles, utilizando diferentes balances de rigidez entre el sistema contraviento-dispositivo histerético y el marco resistente a momento (&#945;), así como de la rigidez elástica entre el disipador histerético y los contravientos de soporte (&#946;). Se consideró una pendiente posterior a la fluencia del 5% para los disipadores de energía y un ángulo de inclinación de contravientos con respecto al eje horizontal (&#952;= 45°). A partir de los resultados obtenidos, se ampliaron las posibles combinaciones óptimas de rigidez de este tipo de estructuras con respecto a las obtenidas previamente en modelos con detallado no dúctil en los elementos de concreto. Se discute el impacto en la capacidad de deformación del sistema cuando se usan o no requisitos mínimos de detallado dúctil en este tipo de configuración estructural, y se obtienen valores para los factores de comportamiento sísmico (Q) y de sobrerresistencia (R).]]></p></abstract>
<abstract abstract-type="short" xml:lang="en"><p><![CDATA[Abstract: In this paper the authors summarize results obtained from pushover analyses for reinforced concrete intermediate moment-resisting frames (RC-IMRFs) with hysteretic energy dissipation devices (HEDDs), mounted in chevron steel bracing. The global structural efficiency was evaluated for the RC-IMRFs designed with minimum ductile confinement requirements as an additional design request specified in the reinforced concrete guidelines of Mexican codes. Moment-resisting frames ranged from 5 to 25 stories and were designed using diverse stiffness ratios between frame system and the whole structure (&#945;), as well as stiffness ratios between the HEDD and the supporting brace (&#946;). A post to pre yielding stiffness ratio (k2/kEL) of 5% for the hysteretic devices was also considered. An angle of inclination of the chevron braces with respect to the horizontal axis &#952;= 45° was taken into account. The structural behavior of RC-IMRFs with these extra requirements is much improved with respect of the typical detailing established in Mexican codes for RC-IMRFs. Updated seismic global design parameters related to global ductility (Q) and overstrength (R) that such structures could develop were assessed. Finally, comments related to the use of minimum ductile confinement requirements are exposed with the main objective to induce a &#8220;practical&#8221; design procedure for this kind of structures.]]></p></abstract>
<kwd-group>
<kwd lng="es"><![CDATA[disipadores de energía]]></kwd>
<kwd lng="es"><![CDATA[marcos de concreto reforzado]]></kwd>
<kwd lng="es"><![CDATA[balances de rigideces]]></kwd>
<kwd lng="es"><![CDATA[ductilidad]]></kwd>
<kwd lng="es"><![CDATA[sobrerresistencia]]></kwd>
<kwd lng="en"><![CDATA[energy dissipation devices]]></kwd>
<kwd lng="en"><![CDATA[stiffness balances]]></kwd>
<kwd lng="en"><![CDATA[reinforced concrete frames]]></kwd>
<kwd lng="en"><![CDATA[ductility]]></kwd>
<kwd lng="en"><![CDATA[overstrength]]></kwd>
</kwd-group>
</article-meta>
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