<?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>S0185-092X2015000100001</article-id>
<title-group>
<article-title xml:lang="es"><![CDATA[Respuesta inelástica de marcos de acero con interacción inercial suelo - estructura]]></article-title>
<article-title xml:lang="en"><![CDATA[Inelastic response of steel frames with inertial soil structure interaction]]></article-title>
</title-group>
<contrib-group>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Fernández Sola]]></surname>
<given-names><![CDATA[Luciano Roberto]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</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 contrib-type="author">
<name>
<surname><![CDATA[Dávalos Chávez]]></surname>
<given-names><![CDATA[David]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
</contrib-group>
<aff id="Af1">
<institution><![CDATA[,Universidad Autónoma Metropolitana Departamento de Materiales ]]></institution>
<addr-line><![CDATA[México DF]]></addr-line>
<country>MX</country>
</aff>
<aff id="Af2">
<institution><![CDATA[,Universidad Autónoma Metropolitana Posgrado en Ingeniería Estructural ]]></institution>
<addr-line><![CDATA[México DF]]></addr-line>
<country>MX</country>
</aff>
<pub-date pub-type="pub">
<day>00</day>
<month>06</month>
<year>2015</year>
</pub-date>
<pub-date pub-type="epub">
<day>00</day>
<month>06</month>
<year>2015</year>
</pub-date>
<numero>92</numero>
<fpage>1</fpage>
<lpage>21</lpage>
<copyright-statement/>
<copyright-year/>
<self-uri xlink:href="http://www.scielo.org.mx/scielo.php?script=sci_arttext&amp;pid=S0185-092X2015000100001&amp;lng=en&amp;nrm=iso"></self-uri><self-uri xlink:href="http://www.scielo.org.mx/scielo.php?script=sci_abstract&amp;pid=S0185-092X2015000100001&amp;lng=en&amp;nrm=iso"></self-uri><self-uri xlink:href="http://www.scielo.org.mx/scielo.php?script=sci_pdf&amp;pid=S0185-092X2015000100001&amp;lng=en&amp;nrm=iso"></self-uri><abstract abstract-type="short" xml:lang="es"><p><![CDATA[En este artículo se discuten los resultados de análisis no lineales ante carga estática monótona creciente de marcos de acero de edificios regulares para evaluar la influencia de la interacción dinámica suelo - estructura (IDSE) en su respuesta inelástica. Los marcos, que forman parte de edificios regulares de 8, 12 y 16 pisos, fueron diseñados para la condición de suelo blando de la Ciudad de México y se estudian a partir de distintas proporciones de rigidez lateral (marcos con dos crujías contraventeadas, una crujía contraventeada y sin contravientos) y de la flexibilidad de la cimentación (cimentación rígida, pilotes y cajón de cimentación). La flexibilidad del sistema suelo cimentación se modeló mediante un conjunto de resortes en la base cuyas constantes equivalen a la magnitud de las funciones de impedancia para las frecuencias fundamentales de cada edificio. El artículo compara la ductilidad que desarrollan los modelos con base flexible y con base rígida y las diferencias entre estas ductilidades con las que se calculan mediante las metodologías propuestas en los reglamentos nacionales especializados.]]></p></abstract>
<abstract abstract-type="short" xml:lang="en"><p><![CDATA[In this paper, results of nonlinear pushover analyses of steel frames of regular buildings are discussed in order to evaluate the influence of Dynamic Soil - Structure Interaction in their inelastic response. The studied frames are part of regular steel buildings of 8-, 12- and 16-stories, which were designed for soft soil conditions of Mexico City. Different lateral stiffness (two braced bays, one braced bay and no braces) and foundation's flexibility (rigid base, piles and mat foundation) were studied. Soil-foundation flexibility is introduced by a set of springs in the base, where their constants are equivalent to the values of the impedance functions at fundamental frequencies of each building. The paper compares the ductility developed by the frames with flexible base against the developed by the frames with rigid base and the proposed methodology of specialized codes.]]></p></abstract>
<kwd-group>
<kwd lng="es"><![CDATA[marcos de acero]]></kwd>
<kwd lng="es"><![CDATA[ductilidad]]></kwd>
<kwd lng="es"><![CDATA[sobrerresistencia]]></kwd>
<kwd lng="es"><![CDATA[desempeño estructural.]]></kwd>
<kwd lng="en"><![CDATA[steel frames]]></kwd>
<kwd lng="en"><![CDATA[ductility]]></kwd>
<kwd lng="en"><![CDATA[overstrength]]></kwd>
<kwd lng="en"><![CDATA[structural performance.]]></kwd>
</kwd-group>
</article-meta>
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