<?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>1405-7743</journal-id>
<journal-title><![CDATA[Ingeniería, investigación y tecnología]]></journal-title>
<abbrev-journal-title><![CDATA[Ing. invest. y tecnol.]]></abbrev-journal-title>
<issn>1405-7743</issn>
<publisher>
<publisher-name><![CDATA[Universidad Nacional Autónoma de México, Facultad de Ingeniería]]></publisher-name>
</publisher>
</journal-meta>
<article-meta>
<article-id>S1405-77432023000100008</article-id>
<article-id pub-id-type="doi">10.22201/fi.25940732e.2023.24.1.008</article-id>
<title-group>
<article-title xml:lang="es"><![CDATA[Comportamiento no lineal de marcos de concreto reforzado diseñados con diferentes niveles de ductilidad]]></article-title>
<article-title xml:lang="en"><![CDATA[Nonlinear behavior of reinforced concrete frames designed with different ductility leves]]></article-title>
</title-group>
<contrib-group>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Carpio-Pacheco]]></surname>
<given-names><![CDATA[Cesar]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
<contrib contrib-type="author">
<name>
<surname><![CDATA[González-Cuevas]]></surname>
<given-names><![CDATA[Oscar Manuel]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Arellano-Méndez]]></surname>
<given-names><![CDATA[Eduardo]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
</contrib-group>
<aff id="Af1">
<institution><![CDATA[,Universidad Autónoma Metropolitana  ]]></institution>
<addr-line><![CDATA[ ]]></addr-line>
<country>Mexico</country>
</aff>
<aff id="Af2">
<institution><![CDATA[,Universidad Autónoma Metropolitana  ]]></institution>
<addr-line><![CDATA[ ]]></addr-line>
<country>Mexico</country>
</aff>
<aff id="Af3">
<institution><![CDATA[,Universidad Autónoma Metropolitana  ]]></institution>
<addr-line><![CDATA[ ]]></addr-line>
<country>Mexico</country>
</aff>
<pub-date pub-type="pub">
<day>00</day>
<month>03</month>
<year>2023</year>
</pub-date>
<pub-date pub-type="epub">
<day>00</day>
<month>03</month>
<year>2023</year>
</pub-date>
<volume>24</volume>
<numero>1</numero>
<copyright-statement/>
<copyright-year/>
<self-uri xlink:href="http://www.scielo.org.mx/scielo.php?script=sci_arttext&amp;pid=S1405-77432023000100008&amp;lng=en&amp;nrm=iso"></self-uri><self-uri xlink:href="http://www.scielo.org.mx/scielo.php?script=sci_abstract&amp;pid=S1405-77432023000100008&amp;lng=en&amp;nrm=iso"></self-uri><self-uri xlink:href="http://www.scielo.org.mx/scielo.php?script=sci_pdf&amp;pid=S1405-77432023000100008&amp;lng=en&amp;nrm=iso"></self-uri><abstract abstract-type="short" xml:lang="es"><p><![CDATA[Resumen Se presenta un estudio teórico sobre el comportamiento estático y dinámico no lineal de tres edificaciones de concreto reforzado con un sistema estructural a base de marcos resistentes a momento. Las edificaciones cuentan con 3, 9 y 14 niveles. El diseño de cada una se hizo con las disposiciones de la nueva versión de las Normas Técnicas Complementarias para Diseño y Construcción de Estructuras de Concreto (NTCC, 2017) para diseño de estructuras con ductilidad baja (Q=2), media (Q=3) y alta (Q=4). Los diseños se revisaron con análisis no lineales con los diagramas momento-rotación presentados en las NTCC (2017) además de tomar en cuenta el deterioro en los elementos estructurales debido a la repetición de cargas en un evento sísmico. De los resultados de esta investigación se concluye que las estructuras diseñadas con las NTCC (2017) se desempeñan teóricamente con la ductilidad y capacidad para las cuales fueron diseñadas. La información obtenida analíticamente se verificó con ensayes experimentales.]]></p></abstract>
<abstract abstract-type="short" xml:lang="en"><p><![CDATA[Abstract An analytical study is carried out on the static and dynamic nonlinear behavior of three reinforced concrete buildings with moment-resisting frames. The buildings have 3, 9 and 14 levels and were designed according to requirements of the new version of Mexico&#8217;s City Code for Concrete Structures (NTCC, 2017). This Code includes special requirements for structures with low ductility (Q = 2), medium ductility (Q = 3) and high ductility (Q = 4). For the nonlinear analyzes and to check the behavior of the structures, the rotation moment diagrams presented in the NTCC (2017) were used, in addition to taking into account the deterioration in the structural elements due to the load repetitions in a seismic event. Data from this research is being verified by testing physical specimens.]]></p></abstract>
<kwd-group>
<kwd lng="es"><![CDATA[Marcos de concreto resistentes a momento]]></kwd>
<kwd lng="es"><![CDATA[comportamiento no lineal]]></kwd>
<kwd lng="es"><![CDATA[ductilidad]]></kwd>
<kwd lng="es"><![CDATA[diagramas momento-rotación]]></kwd>
<kwd lng="es"><![CDATA[deterioro]]></kwd>
<kwd lng="en"><![CDATA[Moment resisting frames]]></kwd>
<kwd lng="en"><![CDATA[nonlinear behavior]]></kwd>
<kwd lng="en"><![CDATA[ductility]]></kwd>
<kwd lng="en"><![CDATA[rotation moment diagrams]]></kwd>
<kwd lng="en"><![CDATA[deterioration]]></kwd>
</kwd-group>
</article-meta>
</front><back>
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