<?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>S0185-092X2022000100047</article-id>
<article-id pub-id-type="doi">10.18867/ris.107.603</article-id>
<title-group>
<article-title xml:lang="es"><![CDATA[Análisis de la resiliencia sísmica de edificios]]></article-title>
<article-title xml:lang="en"><![CDATA[Resilience seismic analysis of buildings]]></article-title>
</title-group>
<contrib-group>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Gutiérrez Trejo]]></surname>
<given-names><![CDATA[Juan]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Ayala Milián]]></surname>
<given-names><![CDATA[Gustavo]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
</contrib-group>
<aff id="Af1">
<institution><![CDATA[,Universidad Nacional Autónoma de México Instituto de Ingeniería ]]></institution>
<addr-line><![CDATA[Coyoacán Ciudad de México]]></addr-line>
<country>Mexico</country>
</aff>
<pub-date pub-type="pub">
<day>00</day>
<month>06</month>
<year>2022</year>
</pub-date>
<pub-date pub-type="epub">
<day>00</day>
<month>06</month>
<year>2022</year>
</pub-date>
<numero>107</numero>
<fpage>47</fpage>
<lpage>73</lpage>
<copyright-statement/>
<copyright-year/>
<self-uri xlink:href="http://www.scielo.org.mx/scielo.php?script=sci_arttext&amp;pid=S0185-092X2022000100047&amp;lng=en&amp;nrm=iso"></self-uri><self-uri xlink:href="http://www.scielo.org.mx/scielo.php?script=sci_abstract&amp;pid=S0185-092X2022000100047&amp;lng=en&amp;nrm=iso"></self-uri><self-uri xlink:href="http://www.scielo.org.mx/scielo.php?script=sci_pdf&amp;pid=S0185-092X2022000100047&amp;lng=en&amp;nrm=iso"></self-uri><abstract abstract-type="short" xml:lang="es"><p><![CDATA[Resumen En este trabajo se presenta una metodología probabilista para estimar variables de decisión fundamentales de la teoría de la resiliencia sísmica de edificios: costos de reparación, tiempo de reparación, tiempo de recuperación y número de trabajadores necesarios para realizar los trabajos de rehabilitación. El esquema de evaluación propuesto está basado en el método recursivo PERT y es consistente con la metodología probabilista para evaluar el desempeño propuesta por el PEER y con el concepto de resiliencia desarrollado por el MCEER. Para ilustrar la metodología se presenta la evaluación de un edificio de concreto reforzado de siete niveles de altura diseñado de acuerdo con las Normas Técnicas Complementarias-Diseño por Sismo (2020) y en el que se consideran muros de mampostería no reforzada. Este sistema estructural es típico de los edificios para uso de oficinas. La metodología propuesta puede ser utilizada para incrementar la resiliencia sísmica de edificios, y para establecer estrategias de mitigación y recuperación no solo de edificios individuales, sino de conjuntos de edificios.]]></p></abstract>
<abstract abstract-type="short" xml:lang="en"><p><![CDATA[Abstract In this paper, a probabilistic methodology to estimate fundamental decision variables of the theory of seismic resilience of buildings is presented: repair costs, repair time, recovery time and number of workers needed to perform the rehabilitation works. The proposed evaluation scheme is based on the recursive PERT method and is consistent with the probabilistic methodology for evaluating performance proposed by PEER and with the concept of resilience developed by MCEER. To illustrate the methodology, the evaluation of a seven-story reinforced concrete building with unreinforced masonry infill walls and designed in accordance with the Complementary Technical Norms - Seismic Design (2020) is presented. This structural system is typical of office buildings. The proposed methodology can be used to increase the seismic resilience of buildings, and to establish mitigation and recovery strategies not only for individual buildings, but also for groups of buildings.]]></p></abstract>
<kwd-group>
<kwd lng="es"><![CDATA[Resiliencia estructural]]></kwd>
<kwd lng="es"><![CDATA[tiempo de reparación y de recuperación]]></kwd>
<kwd lng="es"><![CDATA[costos de reparación]]></kwd>
<kwd lng="en"><![CDATA[Structural resilience]]></kwd>
<kwd lng="en"><![CDATA[repair and recovery time]]></kwd>
<kwd lng="en"><![CDATA[repair costs]]></kwd>
</kwd-group>
</article-meta>
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